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HomeMy WebLinkAbout188-24 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 188-24 File Number: 2024-301 RUNWAY PAVEMENT AND LIGHTING REHABILITATION (FAA GRANT AND PROJECT CLOSEOUT): A RESOLUTION TO RECOGNIZE A FEDERAL AVIATION ADMINISTRATION GRANT AMENDMENT IN THE AMOUNT OF $332,300.00; TO EXECUTE FEDERAL AVIATION ADMINISTRATION GRANT CLOSEOUT PAPERWORK; TO EXECUTE TASK ORDER 03 AMENDMENT 01 WITH GARVER LLC IN THE AMOUNT OF $21,764.00 FOR ADDITIONAL CONSTRUCTION PHASE SERVICES RENDERED; TO APPLY FOR AN ARKANSAS DEPARTMENT OF AERONAUTICS GRANT FOR REIMBURSEMENT OF 10% OF ADDITIONAL AIRPORT IMPROVEMENT PROGRAM -ELIGIBLE PROJECT COSTS NOT FUNDED BY THE GRANT AMENDMENT; AND TO APPROVE A BUDGET ADJUSTMENT WHEREAS, Fayetteville -Drake field is served by a single asphalt runway that was extended to its current length in 1966 which has seen multiple overlay rehabilitations, with the last overlay completed in 1986; and WHEREAS, the condition of the asphalt pavements has been maintained through a combination of crack sealing and rejuvenating seal coats that has provided a pavement life far beyond the 20-year design life of the 1986 overlay project; and WHEREAS, the pavement condition has gradually deteriorated to a point that warrants more substantial rehabilitation; and WHEREAS, a recent pavement condition assessment of the runway completed by the Arkansas Department of Aeronautics noted that the runway pavement was approaching its "Critical PCP' where the cost of rehabilitation increases exponentially with time; and WHEREAS, this project is intended to provide a pavement rehabilitation alternative that will bring the runway pavement back to a satisfactory condition and extend the useful life of the pavements for a minimum of 20 years; and WHEREAS, the project will also include rehabilitation of various aspects of the existing airfield lighting and signage system to improve airport safety and efficiency; and WHEREAS, the Airport entered into an agreement with Garver, LLC to render design and bidding services for the project; and WHEREAS, City Council approved Task Order 02 Amendment 01 with Garver, LLC for design of storm drain system repairs and Change Order 01 with Emery Sapp and Sons to add storm drain repair pay items to the constructions contract; and WHEREAS, construction of the Runway Pavement and Lighting Rehabilitation project was substantially complete in Page 1 Resolution: 188-24 File Number.' 2024-301 October 2023; and WHEREAS, documentation for a grant amendment was submitted for Federal Aviation Administration (FAA) review on April 8, 2024, and approved by the FAA on June 6, 2024; WHEREAS, the approved grant amendment of $332,300.00 funds 90% of additional Airport Improvement Program (A1P)-eligible costs attributed to the additional drainage improvements; and WHEREAS, pending City Council approval, the Aviation Division will apply for an Arkansas Department of Aeronautics matching grant to fund the remaining 10 percent once the FAA project closeout process is complete; and WHEREAS, costs attributed to the City for this project total $28,114.90, which represents the costs for non -FAA eligible Contractor insurance and the stormwater quality enhancements. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to sign a grant amendment with the FAA in the amount of $332,300.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to execute FAA closeout paperwork associated with this project. Section 3: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to execute Task Order 03 Amendment 01 with Garver LLC in the amount of $21,764.00 for additional construction phase services rendered. Section 4: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to submit an application for an Arkansas Department of Aeronautics Grant for reimbursement of 10% of additional AIP-Eligible project costs not funded by the grant amendment. Section 5: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. PASSED and APPROVED on July 16, 2024 Page 2 Attest: A,C, Kara Paxton, City C erk Treasurer = : FAYETTEVILLE.; CITY OF FAYETTEVILLE ARKANSAS MEETING OF JULY 16, 2024 CITY COUNCIL MEMO 2024-301 TO: Mayor Jordan and City Council THRU: Susan Norton, Chief of Staff FROM: Jared Rabren, Airport Director SUBJECT: FYV Runway Pavement and Lighting Rehabilitation — FAA Grant and Project Closeout RECOMMENDATION: Staff requests approval for the Aviation Division to process a budget adjustment to recognize an FAA Grant Amendment in the amount of $332,300.00, execute Federal Aviation Administration (FAA) grant closeout paperwork, execute Task Order 03 Amendment 01 with Garver LLC in the amount of $21,764.00 for additional construction phase services rendered, and apply for an Arkansas Department of Aeronautics grant for reimbursement of 10% of additional AIP-eligible project costs not funded by the grant amendment and approval of a budget adjustment. BACKGROUND: Fayetteville -Drake field is served by a single asphalt runway (Runway 16-34) that was extended to its current length in 1966. The runway has seen multiple overlay rehabilitations since that time, with the last overlay completed in 1986. Since that time, the condition of the asphalt pavements has been maintained through a combination of crack sealing and rejuvenating seal coats. This routine maintenance has provided a pavement life far beyond the 20-year design life of the 1986 overlay project. However, the pavement condition has gradually deteriorated to a point that warrants more substantial rehabilitation. A recent pavement condition assessment of the runway completed by the Arkansas Department of Aeronautics noted that the runway pavement was approaching its "Critical PCI". The Critical PCI is the point at which the cost of rehabilitation increases exponentially with time. This project is intended to provide a pavement rehabilitation alternative that will bring the Runway 16-34 pavement back to a satisfactory condition and extend the useful life of the pavements for a minimum of 20 years. The project will also include rehabilitation of various aspects of the existing airfield lighting and signage system to improve airport safety and efficiency. Runway edge light fixtures will be upgraded to LED and fixture spacing will be reviewed to confirm conformation to FAA standards. A recent FAA Part 139 inspection found erosion around the existing stake -mounted airfield signage fixtures. This will be addressed by installing new concrete sign foundations to provide a more reliable and maintainable signage system. Airfield signage will be upgraded to LED and naming conventions reviewed based on FAA guidance. A new standalone electrical vault will be constructed to house the airfield lighting power and control equipment. The current vault is located in an existing T-hangar and is not NEC compliant. This project was originally programmed for Design in 2021 and Construction in 2022. However, in October 2020, the FAA notified the City of Fayetteville that additional federal funds were available in 2021 to complete the entire project (Design and Construction). To receive this additional funding, the FAA requested the City of Fayetteville change their project schedule to complete the competitive bidding process by Summer 2021. The Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 Airport entered into an agreement with Garver, LLC to render design and bidding services for the project (Task Order 02). Construction bids were received on June 2, 2021. At the request of the FAA, a value engineering process was undertaken after bid opening to identify potential cost saving measures. The construction cost was subsequently negotiated with the low bidder based on the revised scope to bring the project within available funding limits. Ruts and depressions were identified within the runway safety area (RSA) during an FAA Part 139 inspection completed late Summer of 2021. Following the FAA's inspection, the City completed CCTV camera inspection of the existing storm drainage system. Major deficiencies were discovered within the aging drainage infrastructure, most of which date back to the 1960s and 1970s. These deficiencies were the cause of the RSA surface issues documented by FAA. Council approved Task Order 02 Amendment 01 with Garver, LLC for design of storm drain system repairs and Change Order 01 with Emery Sapp and Sons to add storm drain repair pay items to the construction contract. DISCUSSION: Construction of the Runway Pavement and Lighting Rehabilitation project was substantially complete October 2023. Documentation for a grant amendment was submitted for FAA review on April 8, 2024, and approved by the FAA on June 6, 2024. The approved grant amendment of $332,300.00 funds 90 percent of additional AIP- eligible costs attributed to the additional drainage improvements. Pending Council approval, the Aviation Division will apply for an Arkansas Department of Aeronautics (ADA) matching grant to fund the remaining 10 percent once the FAA project closeout process is complete. Costs attributed to the City for this project total $28,114.90, which represents the costs for non -FAA eligible Contractor insurance and the stormwater quality enhancements. Below is a summary of final project costs and funding breakdown for the project. Administration and Other Costs* Garver Task Order 02 (Design and Bidding)*: Garver Task Order 03 (Construction Phase Services)* Final Construction Contract Including Change Orders: Garver Task Order 03 Amendment 01: Garver Task Order 03 Amendment 01: TOTAL: *Previously approved by the City Council. BUDGET/STAFF IMPACT: 10,000.00 325,350.00 FAA (AIP): 5,522,256.00 234,664.89 FAA (ARPA) 613,584.00 5,910,998.01 FAA Grant 332,300.00 Amendment 30,400.00 ADA Grant 36,922.00 21,764.00 City 28,114.90 $6,533,176.90 TOTAL: $6,533,176.90 By executing the closeout documents, the Aviation Division will be able to draw down the remaining balance of the FAA Grant and apply for an Arkansas Department of Aeronautics grant for the remaining 10 percent of eligible project costs ($36,922.00). ATTACHMENTS: SRF (#3), BA (#4), Runway Pavement and Lighting Rehab - Grant Closeout Package (Reduced Final) (#5) Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 == City of Fayetteville, Arkansas Y 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 - Legislation Text File #: 2024-301 FYV Runway Pavement and Lighting Rehabilitation — FAA Grant and Project Closeout A RESOLUTION TO RECOGNIZE A FEDERAL AVIATION ADMINISTRATION GRANT AMENDMENT IN THE AMOUNT OF $332,300.00; TO EXECUTE FEDERAL AVIATION ADMINISTRATION GRANT CLOSEOUT PAPERWORK; TO EXECUTE TASK ORDER 03 AMENDMENT O1 WITH GARVER LLC IN THE AMOUNT OF $21,764.00 FOR ADDITIONAL CONSTRUCTION PHASE SERVICES RENDERED; TO APPLY FOR AN ARKANSAS DEPARTMENT OF AERONAUTICS GRANT FOR REIMBURSEMENT OF 10% OF ADDITIONAL AIRPORT IMPROVEMENT PROGRAM -ELIGIBLE PROJECT COSTS NOT FUNDED BY THE GRANT AMENDMENT; AND TO APPROVE A BUDGET ADJUSTMENT WHEREAS, Fayetteville -Drake field is served by a single asphalt runway that was extended to its current length in 1966 which has seen multiple overlay rehabilitations, with the last overlay completed in 1986; and WHEREAS, the condition of the asphalt pavements has been maintained through a combination of crack sealing and rejuvenating seal coats that has provided a pavement life far beyond the 20-year design life of the 1986 overlay project; and WHEREAS, the pavement condition has gradually deteriorated to a point that warrants more substantial rehabilitation; and WHEREAS, a recent pavement condition assessment of the runway completed by the Arkansas Department of Aeronautics noted that the runway pavement was approaching its "Critical PCI" where the cost of rehabilitation increases exponentially with time; and WHEREAS, this project is intended to provide a pavement rehabilitation alternative that will bring the runway pavement back to a satisfactory condition and extend the useful life of the pavements for a minimum of 20 years; and WHEREAS, the project will also include rehabilitation of various aspects of the existing airfield lighting and signage system to improve airport safety and efficiency; and WHEREAS, the Airport entered into an agreement with Garver, LLC to render design and bidding services for the project; and WHEREAS, City Council approved Task Order 02 Amendment 01 with Garver, LLC for design of storm drain system repairs and Change Order 01 with Emery Sapp and Sons to add storm drain repair Page 1 Resolution: 188-24 File Number: 2024-301 pay items to the constructions contract; and WHEREAS, construction of the Runway Pavement and Lighting Rehabilitation project was substantially complete in October 2023; and WHEREAS, documentation for a grant amendment was submitted for Federal Aviation Administration (FAA) review on April 8, 2024, and approved by the FAA on June 6, 2024; WHEREAS, the approved grant amendment of $332,300.00 funds 90% of additional Airport Improvement Program (AIP)-eligible costs attributed to the additional drainage improvements; and WHEREAS, pending City Council approval, the Aviation Division will apply for an Arkansas Department of Aeronautics matching grant to fund the remaining 10 percent once the FAA project closeout process is complete; and WHEREAS, costs attributed to the City for this project total $28,114.90, which represents the costs for non -FAA eligible Contractor insurance and the stormwater quality enhancements. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to sign a grant amendment with the FAA in the amount of $332,300.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to execute FAA closeout paperwork associated with this project. Section 3: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to execute Task Order 03 Amendment 01 with Garver LLC in the amount of $21,764.00 for additional construction phase services rendered. Section 4: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to submit an application for an Arkansas Department of Aeronautics Grant for reimbursement of 10% of additional AIP-Eligible project costs not funded by the grant amendment. Section 5: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. Page 2 Jared Rabren Submitted By City of Fayetteville Staff Review Form 2024-301 Item ID 7/16/2024 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 6/26/2024 Submitted Date Action Recommendation: AIRPORT SERVICES (760) Division / Department Staff requests approval for the Aviation Division to process a budget adjustment to recognize an FAA Grant Amendment in the amount of $332,300.00, execute Federal Aviation Administration (FAA) grant closeout paperwork, execute Task Order 03 Amendment 01 with Garver LLC in the amount of $21,764.00 for additional construction phase services rendered, and apply for an Arkansas Department of Aeronautics grant for reimbursement of 10% of additional AIP-eligible project costs not funded by the grant amendment and approval of a budget adjustment. Budget Impact: 5550.760.3960-5801.00 Airport Account Number Fund 32101.2021 Runway Pavement & Lighting Rehab Project Number Project Title Budgeted Item? Yes Total Amended Budget $ 6,749,426.33 Expenses (Actual+Encum) $ 6,743,291.95 Available Budget $ 6,134.38 Does item have a direct cost? Yes Item Cost $ 21,764.00 Is a Budget Adjustment attached? Yes Budget Adjustment $ 21,764.00 Remaining Budget 6,134.38 V20221130 Purchase Order Number: Previous Ordinance or Resolution # Change Order Number: Approval Date: Original Contract Number: Comments: City of Fayetteville, Arkansas - Budget Adjustment (Agenda) Budget Year Division Adjustment Number AIRPORT SERVICES (760) /Org2 2024 Requestor: Dee Simpson BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Staff requests approval for the Aviation Division to process a budget adjustment to recognize an FAA Grant Amendment in the amount of $332,300.00 COUNCIL DATE: 7/16/2024 ITEM ID#: 2024-301 Kevin Springer 612712024 3:18 PNI RESOLUTION/ORDINANCE Budget Division Date TYPE: D - (City Council) JOURNAL#: GLDATE: CHKD/POSTED: TOTAL Account Number 21,764 21,764 Increase / (Decrease) Expense Revenue Project.Sub# Project Sub.Detl AT v.2024624 Account Name 5550.760.3960-5801.00 21,764 - 32101 2021 EX Fixed Assets 5550.760.3960-4309.00 5550.760.3940-4999.99 - 332,300 - (310,536) 32101 2021 RE RE Federal Grants - Capital Use Fund Balance - Current I of 1 Runway Pavement and Lighting Rehabilitation Final Project Report July 15, 2024 Prepared For: Fayetteville — Drake Field (FYV) AIP Grant No. 3-05-0020-050-2021 GarverUSA.com 4300 South J.B. Hunt Drive Suite 240 Rogers, AR 72758 itrasMUFAIM0131 www.GarverUSA.com July 15, 2024 Ms. Lauren Kennedy Federal Aviation Administration 10101 Hillwood Parkway Fort Worth, TX 76177 Re: Fayetteville — Drake Field (FYV) Runway Pavement and Lighting Rehabilitation AIP No. 3-05-0020-050-2021 Final Construction Report Dear Ms. Kennedy: Having completed construction for the above referenced project, this final construction report shall consist of the following: 1. Narrative of Work Accomplished 2. Summary of Key Milestones 3. Overview of Contract Time 4. Change Order Summary 5. Explanation of Overruns and Exclusions/Underruns 6. Summary of DBE Utilization and Labor Provisions 7. Buy American Provisions 8. Construction Material Testing and Acceptance 9. Final Inspection Report / Record of Completion 10. Project Photographs In addition, please find attached the Final Invoice Summary, Final Project Budget (including change orders), Final Federal Financial Reports, Sponsor Certifications, Final Inspection Report and Punch List, Materials Testing Logs, and Weekly Construction Progress and Inspection Reports. Narrative of Work Accomplished Fayetteville -Drake field is served by a single asphalt runway (Runway 16-34) that was extended to its current length in 1966. The last major rehabilitation on the runway was an asphalt overlay placed in 1986. Routine maintenance had extended the pavement life far beyond the original 20-year design life of the overlay; however, the pavement conditions gradually deteriorated over time to a point that warranted more substantial rehabilitation. This project provided funding for rehabilitation of the Runway 16-34 and connector taxiway pavements through a combination of FAA Airport Improvement Program (AIP) and American Rescue Pan Act (ARPA) funds. Pavement rehabilitation was completed by cold milling, crack repair, paving fabric installation, and a 2.5- inch-thick asphalt overlay. Minor transverse surface gradient deficiencies present along the runway were Ms. Kennedy Page 2 of 13 corrected by a combination profile milling and asphalt leveling course. The runway pavement was grooved, and new markings were applied. Edge grading was performed at the conclusion of paving operations to correct runway shoulder transverse slope deficiencies. The project also included rehabilitation of various aspects of the existing airfield electrical infrastructure to improve airport safety and efficiency. A new runway edge lighting system utilizing medium intensity LED runway edge lights was installed, including replacement of all associated conductors. Aging airfield signage was replaced and the FYV taxiway naming system updated to meet Engineering Brief 89 guidelines. A new standalone electrical vault and backup generator system were installed. The Airports previous vault, located at one end of a T-hangar, was non -NEC compliant and was decommissioned after the new vault was brought online. Following design and bidding, and prior to start of construction, major deficiencies were identified in the existing storm drainage system after an FAA's Part 139 inspection noted surface irregularities within RSA. Repair options and funding needs were discussed with the Airport and FAA. Prior to the start of construction, storm drain repair items were added to the construction contract via Change Order 01. Storm drainage repairs performed included complete replacement of two storm drains crossing beneath Runway 16, replacement of fifteen storm drain boxes within the runway RSA, and installing pipe collars to repair several disjointed pipes. A stormwater treatment unit was also installed; however, this item was not AIP-eligible and was paid with local funds. Construction of these improvements was completed in two primary phases. Phase 1 included all work performed outside of the runway safety area, primarily airfield signage replacement and vault installation. Phase 1 included various subphases to limit the extent of taxiway areas closed at a given time. Phase 2 included all work within the runway safety area. Phase 2 included a full 16-day runway closure period, followed by night closures for grooving, pavement marking, and restoration. The full runway closure period was coordinated with the airport to minimize interruptions and was completed within the allotted number of contract days. Night closures were completed between the hours of 2200 and 0600. Additional night closures beyond the allotted contract days were required as detailed in the Overview of Contract Time. Any impacts resulting from construction were minimized by effective communication between FVY staff, Garver, ATCT, the contractor, and airport tenants. Summary of Milestones • June 2, 2021 — Bids Received • July 12, 2021 — Negotiated Bid Received • September 21, 2021 — Construction Contract Date • April 26, 2022 — Preconstruction Conference • May 2, 2022 — Notice to Proceed • May 9, 2022 — Start of Construction • July 22, 2021 — Start of Phase 2 / Runway Closed • August 8, 2022 — End Phase 2 / Runway Opened • May 11, 2023 — Final Inspection • June 8, 2023 — Punch List Issued • October 27, 2023 — Construction Substantial Completion • December 8, 2023 — Punch List Items Complete / Final Acceptance Ms. Kennedy Page 3 of 13 Overview of Contract Time As referenced above, the 85-calendar day contract time started on May 9, 2022 and was substantially complete on October 27, 2023, for a total of 537-calendar days. Ten (10) calendar days were granted via Change Order 01 for additional storm drainage repair work added to the contract, bringing the adjusted contract time to 95 calendar days. Project completion was substantially delayed due to procurement of electrical components. Specifically, the new vault and generator could not be brought online, and existing vault decommissioned, until receipt of a transfer switch. Delivery of the transfer switch was delayed multiple times, with final delivery occurring in September 2023. Following completion of the runway closure in August 2022, only days worked were charged as contract days, with days not worked deemed suspended. A total of 307 suspended days of contract time were granted that were not included as part of a change order. A total of 134 days contract days were assessed to the project, 39 beyond adjusted contact time. Of these 39 days, eight (8) were additional night closures for Phase 2B work items. Potential to assess liquidated damages was reviewed with the Owner. Liquidated damages were not assessed as the Owner did not incur additional costs as a result of the overrun in contract time. Change Order Summary Below is a summary of all change orders associated with this project. Copies of all change orders are attached to this report. Change Order 01 — Net change of $582,573.20 • Safety issues identified during post -bid FAA Part 139 inspection were determined to result from deficiencies in the existing storm drain system. As coordinated with the FAA, repair work needed to address safety issues within the runway safety area was added to this project. This change order adds pay items to complete storm drainage repairs including replacement of two runway crossings, replacement of deficient drainage structures, and repair of disjointed storm drainage pipes. Addition of Owner requested stormwater treatment unit (AquaSwirl AS-4). This storm water treatment unit will facilitate future hangar development by upgrading the storm drain system to comply with local codes for storm water management. This item is a non-AIP eligible item and is paid with local funds. Change Order 02 — Net Change of ($15,461.00) The primary haul route for the project accessed the site through Gate 3 and crossed the fuel farm road to reach the terminal apron. The fuel farm road was heavily damaged by construction traffic, necessitating reconstruction after runway paving operations were complete. The Contract included provisions for full depth repair of haul routes; however, subgrade conditions were worse than expected and required additional remediation to establish a stable working platform to construct the new pavement section. This change order adds pay items required to stabilize the subgrade including stone backfill and geogrid. 0 Gate loops for Gate 3 were replaced during reconstruction of the fuel farm road. Ms. Kennedy Page 4 of 13 • As -built quantities of haul road repair items were less than estimated contact quantities. Additional costs associated with subgrade stabilization and gate loop replacement were offset by reconciling estimated to as -built quantities for all haul road repair items. Change Order 03 — Net change of ($39.29) The typical section for pavement rehabilitation included a 1" uniform depth cold mill followed by a 2.5" thick ACHM overlay. Construction observation determined the milled surface remaining after the initial 1" mill was not suitable to receive new overlay. The poor surface conditions resulted from a previous variable thickness overlay which was poorly bonded to the underlying asphalt. Complete removal of the previous overlay was necessary to provide a suitable substrate to proceed with construction of the new overlay. Project design was modified to accommodate the additional milling depth, and revised plan sheets were issued to reflect revised milling limits and adjustments to final pavement grades. • This change order adds a pay item for deeper uniform milling depth and adjusts contract quantities of original milling pay items to reflect as -built quantities. Costs associated with additional milling were offset by underrun in asphalt hot mix surface course. This change order partially reconciles estimated to as -built contract quantity as asphalt surface. Full reconciliation of asphalt surface underrun was completed as part of Change Order 04. Change Order 04 — Net change of ($221,566.34) • Additional disjointed storm drainage pipes were found within the runway safety area while completing stormage drain repairs associated with Change Order 01. Excavation and backfill beyond that included within the scope of Change Order 01 was required to complete repairs at the additional locations. This change order adds a pay item for additional excavation and backfill. • Final reconciliation of as -bid quantities to constructed quantities for the balance of the pay items. Explanation of Overruns and Exclusions/Underruns Project costs exceeded the project budget approved within the original grant due to the addition of the storm drainage system repairs to the scope to the project. Total costs associated with the storm drainage system repairs, including the AIP-eligible portion of Change Order 01 and additional engineering services total $606,624.20. However, much of this additional cost was able to be offset by underruns in various other pay items during construction. Total AIP-eligible project costs exceeded the original grant amount by $369,222.90. A grant amendment has been coordinated with the FAA to fund 90 percent of additional project costs. The amended grant amount is $6,468,140.00. The Sponsor plans to apply for an Arkansas Department of Aeronautics matching grant to fund the remaining 10 percent of additional costs at the conclusion of project closeout. A full breakdown of final project costs and funding details can be found in the final project budget. The list below represents notable exclusions from the project and larger quantity underruns or overruns. Ms. Kennedy Page 5 of 13 • P-101-5.2 Joint and Crack Repair (1/2" or Greater) Actual number of asphalt cracks greater than '/2" wide encountered after milling was less than estimated quantity. Complete removal of the previous overlay by deeper milling likely reduced the number of cracks that required pre -overlay repair. • P-401-8.1a Asphalt Hot Mix Surface Course The actual quantity of asphalt hot mix surface course underran estimated quantity by 12.0 percent. Underrun in quantity is attributed to contractor efficiency and effective quality control monitoring of lift thickness during placement. The underrun is slightly above quantity continency included in the project estimates, and within expected range of acceptable thickness tolerances. P-401-8.1c Asphalt Hot Mix Leveling Course, SS-220-5.1 Pavement Edge Grading and T-905- 5.1 Topsoil (Furnished from Off the Site) As previously discussed, pavement grades were adjusted during construction to accommodate deeper milling depth. Final as -constructed grade was typically lower than original design grade by approximately 1". The lower final pavement grade resulted in a 76.9 percent reduction in leveling course, a 49.3 percent reduction in edge grading requirements, and a 55.3 percent reduction in topsoil for restoration. • T-901-5.1 Seeding and T-904-5.1 Sodding Substantially less disturbed areas occurred on the project because of the reduction in pavement edge grading activities. Seeding was able to be substituted for sodding in many locations, resulting in net cost savings. Final seeding quantity overran plan quantity by 279.3 percent while final sodding quantity underran plan quantity by 62 percent. A net cost benefit of $57,649.60 was realized from the adjustments in site restoration. • D-701-5.2b 18" Reinforced Pipe Collar, D-701-5.2d 24" Reinforced Pipe Collar, and D-701- 5.2f 42" Reinforced Pipe Collar Additional disjointed storm drainage pipes were found while completing storm drainage system repairs. The disjointed pipes allowed soil infiltration and resultant ground subsidence within the runway safety area. • P-620-5.1a Runway and Taxiway Marking (Reflective), P-620-5.1b Runway and Taxiway Markinq (Non -Reflective), and P-101-5.3 Pavement Markings Removal Scope of marking activities was modified to include all markings within the movement area to address FAA Part 139 inspector concerns with the condition of existing markings uniformity adjacent to the project limits. All markings within the movement area but not within the original project scope were removed and remarked. Summary of DBE Utilization and Labor Provisions A specified DBE goal of 4.17% was set for this project. EnviroTrac Safety & Erosion, Inc. and Couch Excavating Co., Inc., were utilized on the project and are registered DBE contractors in the State of Arkansas. The following is a summary of final DBE utilization by the Contractor: DBE Firm Total Payment to Firm Envirotrac Safety & Erosion, Inc. $57,647.38 Couch Excavating Co., Inc. $343,437.12 Total to DBE's $401,084.50 Total Percent of Construction 6.8% Ms. Kennedy Page 6 of 13 As summarized above, DBE payment documentation provided by the Contractor shows payments totaling $401,084.50 for the project which results in 6.8% of the final contract amount. In accordance with the contract document's specified labor provisions, the contractor submitted adequate weekly certified payrolls for their employees and subcontractors. Buy American Provisions As part of the bidding process, the Contractor certified that 100% of the steel and manufactured products used in this project were manufactured in the United States. As part of the submittal process, Garver rejected any submittals that appeared to not comply with this statement. Construction Material Testing and Acceptance Construction material testing and acceptance was completed in alignment with the project specifications and the approved construction management program. No price adjustments due to unsatisfactory materials were required and no materials were accepted outside of the tolerance limits within the specifications. Final Inspection Report / Record of Completion In addition to the Sponsor Certification of Construction Project Final Acceptance, the Final Inspection Report and project punch list are attached to this document. Ms. Kennedy Page 7of13 Pre -Construction Photographs Ms. Kennedy Page 8 of 13 ..- � �� 'rx? � g��x*:t ism h a7�; Y,����,"y.�S•4 Z a J ;i II W000v o . ■ 3z ■_ JF Ms. Kennedy Page 10 of 13 I 51 J T DR I a I.. Di, Ind D, I'd Dlr Irh D(„ S,h Ol,r IMDim Dim am D". 1rh D,.... .41 l� AW f r Ms. Kennedy Page 11 of 13 Post -Construction Photographs Ms. Kennedy Page 12 of 13 Ms. Kennedy Page 13 of 13 We appreciate the opportunity to work with the FAA and the City of Fayetteville on this project. If you have any questions, comments, or require any supplemental material for your review, please feel free to call me. Please call me if you have any questions. Sincerely, GARVER, LLC Kyle Bennett, P.E. project Manager Attachments: Grant Amendment Package Final Invoice Summary Final Project Budget, including Change Orders SF 425 Federal Financial Reports SF 271 Outlay Report and Request for Reimbursement for Construction Programs Summary of DBE Utilization Sponsor Certification of Construction Project Final Acceptance Final Inspection Report and Punch List Construction Materials Testing Logs Construction Progress and Inspection Reports U.S. Department Arkansas/Oklahoma FAA ASW-630 of Transportation Airports District Office 10101 Hillwood Pkwy Federal Aviation Southwest Region Fort Worth, TX 76177 Administration The Honorable Lioneld Jordan Mayor of Fayetteville 113 W. Mountain St., Fayetteville, AR 72701 Dear Mayor Jordan: Drake Field Airport City of Fayetteville AIP Grant No 3-05-0020-050-2021 UEI No JNDMR7IAKHT3 Letter Amendment (Amendment No.1) This is in response to your letter dated June 6, 2024, requesting an amendment to the Grant Agreement for the subject AIP project to: include the repair of storm drainage system components within the runway safety area and increase the maximum obligation of the United States as set forth in the Grant Agreement accepted by the Sponsor, on September 10, 2021. We concur that the repair of the storm drainage system was critical and incidental to the rehabilitate runway project and therefore are allowable costs under this grant. This letter, together with your letter, effects the amendment, as requested, and commits the Federal Aviation Administration, acting for and on behalf of the United States of America to increase the maximum obligation of the United States by $332,300 (from $6,135,840 to $6,468,140) to cover the Federal share of the total actual eligible and allowable project costs. Under the terms of the Grant Agreement, this document is incorporated into and constitutes Amendment No. 1 to the above referenced Grant Agreement. All other terms and conditions of the Grant Agreement remain in full force and effect. Sincerely, by G LE N N A DiitallyGLENN A BOLLES Date: 20 BOLES 07:3830-0500'7 Glenn A. Boles, Manager Arkansas/Oklahoma Airports District Office _ . FAYETTEVILLE ARKANSAS April 8, 2024 Federal Aviation Administration Attn: Ms. Lauren Kennedy 10101 Hillwood Parkway Fort Worth, TX 76177 Re: Fayetteville — Drake Field FYV Runway Pavement and Lighting Rehabilitation FAA Grant Amendment (3-05-0020-050-2021) Dear Ms. Kennedy: The FYV Runway Pavement and Lighting Rehabilitation Project will require an amendment to the grant budget due to additional scope added for repair of existing storm drainage system components within the runway safety area (RSA). Major deficiencies were identified in the existing storm drainage system between late Summer and early Fall of 2021 after the FAA's Part 139 inspector noted surface irregularities within RSA. Repair options and funding needs were discussed with the Airport and FAA in October and November of 2021. Correspondence with the FAA supported inclusion of storm drainage system repairs as incidental work within the Runway Pavement and Lighting Rehabilitation project, with additional funding needs to be provided through a grant amendment at the conclusion of the project. Storm drain repair items were added to the construction contract via Change Order 01. Additional engineering services to complete design of the storm drain repairs were added to the project by contract amendment (Task Order 02 - Amendment 01). Additional construction phase services for additional work completed due to contract time added by Change Order 01 were added to the project by separate contract amendment (Task Order 03 — Amendment 01). The additional cost of the AIP eligible portion of Change Order 01 plus added design and construction phase services totals $606,624.20; however, much of this cost was able to be offset by underruns in various other pay items during construction. A full breakdown of the final project budget is attached. A summary of final project costs and revised funding plan is provided below. Project Costs Original AIP-Eligible Project Costs (Executed Grant Amount) $6,135,840.00 Final AIP-Eligible Project Costs $6,505,062.90 Total AIP-Eligible Cost Increase $369,222.90 Grant Amendment Total Cost Increase (AIP Eligible) $369,222.90 Federal Aviation Administration AIP (90%) $332,300.00 Revised Funding Plan Federal Aviation Administration AIP (Original Grant Funds) $5,522,256.00 Federal Aviation Administration ARPA (Original Grant Funds) $613,584.00 Federal Aviation Administration AIP (90% of Grant Amendment) $332,300.00 Arkansas Department of Aeronautics (10% of Grant Amendment) $36,922.00 City of Fayetteville (Remainder) $28,114.90 The current executed grant amount for this project is $6,135,840.00. We request the FAA's consideration of a Grant Amendment to increase the amount of the grant to $6,468,140.00 as indicated in the attached Final Project Budget and FAA Form 5100-100. _ . FAYETTEVILLE ARKANSAS Please call me if you have any questions. Sincerely, Jared Rabren Airport Director Attachments: Final Project Budget FAA Form 5100-100 (Budget Sheet) Change Order 01 Garver Task Order 02 Amendment 01 Garver Task Order 03 Amendment 01 Record of Negotiations CITY OF FAYETTEVILLE FYV RUNWAY PAVEMENT AND LIGHTING REHABILITATION FINAL PROJECT BUDGET ITEM SPEC. FINAL UNIT EXTENDED NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 1 SS-120-3.1 Construction Safety and Security LS 1.00 $132,730.00 $132,730.00 2 SS-220-5.1 Pavement Edge Grading LF 8,405.00 $4.35 $36,561.75 3 SS-221-5.1 Paving Fabric SY 77,859.00 $3.00 $233,577.00 4 SS-222-5.1 Haul Road Repair Full Depth) SY 652.00 $107.00 $69,764.00 5 SS-222-5.2 Haul Road Repair 2" Mill and Overlay) SY 0.00 $78.40 $0.00 6 SS-300-5.1 Lockout/Tagout and Constant Current Regulator Calibration Procedures Electrical Vault Modifications Generator and Transfer Switch System, Installed Existing ATCT Modifications, Installed LS 1.00 $845.00 $845.00 7 SS-300-5.2 LS 1.00 $2,030.00 $2,030.00 8 SS-300-5.3 SS-300-5.4 LS 1.00 1.00 73.00 16.00 $118,650.00 $3,100.00 $118,650.00 9 LS EA $3,100.00 10 SS-301-5.1 SS-301-5.2 Existing Base Mounted Runway Edge Light, Removed $57.00 $282.00 $4,161.00 $4,512.00 11 Existing Base Mounted Taxiway Edge Light, Removed and Stored with Base Demolished EA 12 SS-301-5.3 Existing Stake Mounted Guidance Sign, Removed EA 49.00 $170.00 $8,330.00 13 SS-301-5.4 SS-301-5.5 Existing Base Mounted Guidance Sign, Removed EA 5.00 $565.00 $565.00 $2,825.00 $565.00 14 Existing Base Mounted Guidance Sign, Removed and Stored with Foundation Demolished Directional Boring, 1-Way 2"C Polyethylene Conduit EA LF 1.00 1,046.00 15 SS-305-5.1 $40.00 $41,840.00 16 SS-305-5.2 Directional Boring, 2-Way 2"C Polyethylene Conduits LF 445.00 $51.00 $22,695.00 17 SS-310-5.1 Temporary Airfield Lighting LS 1.00 $12,475.00 $12,475.00 18 C-100-14.1 Contractor Quality Control Program CQCP LS 1.00 $85,600.00 $85,600.00 19 C-102-5.1 Temporary Erosion Control LS 1.00 $17,500.00 $17,500.00 20 C-105-6.1 Mobilization Maximum 5% of Total Bid LS 1.00 $260,000.00 $260,000.00 21 P-101-5.1a Asphalt Concrete Pavement Removal SY 939.00 $23.70 $22,254.30 22 P-101-5.1b Concrete Pavement Removal SY 1,574.00 $28.20 $44,386.80 23 P-101-5.2 Joint and Crack Repair 1/2" or Greater LF 876.00 $3.60 $3,153.60 24 P-101-5.3 Pavement Markings Removal SF 30,352.00 $1.80 $54,633.60 25 P-101-5.4a Cold Milling 0-1" SY 65,986.14 $3.75 $247,448.03 26 P-101-5.4b Cold Milling 1%3" SY 9,906.50 $7.80 $77,270.70 27 P-152-4.1 Unclassified Excavation CY 0.00 $42.85 $0.00 28 P-152-4.2 Unsuitable Excavation CY 123.56 $56.40 $6,968.78 29 P-209-5.1 Crushed Aggre ate Base Course 6" Thickness SY 0.00 $16.00 $0.00 30 P-209-5.2 Crushed Aggregate Base Course (0-4" Thickness) SY 1,554.00 $11.00 $17,094.00 31 P-401-8.1a Asphalt Hot Mix Surface Course TN 11,844.93 $152.00 $1,800,429.36 32 P-401-8.1 b Asphalt Hot Mix Surface Course for Test Section TN 250.00 $341.00 $85,250.00 33 P-401-8.1c Asphalt Hot Mix Leveling Course TN 138.88 $177.00 $24,581.76 34 P-403-8.1 Asphalt Hot Mix Base Course TN 501.38 $156.00 $78,215.28 35 P-620-5.1a Runway and Taxiway Markin Reflective SF 104,386.00 $0.82 $85,596.52 36 P-620-5.1b Runway and Taxiway Markin Non -Reflective SF 39,557.00 $0.79 $31,250.03 37 P-620-5.1c Runway and Taxiway Markin (Temporary) SF 47,952.51 $0.71 $34,046.28 38 P-621-5.1 Grooving SY 53,200.00 $1.85 $98,420.00 39 D-701-5.1 24" Reinforced Concrete Pie Class III LF 0.00 $105.50 $0.00 40 D-751-5.1 4' x 4' Airfield Grate Inlet EA 0.00 $12,972.00 $0.00 41 T-901-5.1 Seeding AC 8.38 $2,250.00 $18,855.00 42 T-904-5.1 Sodding SY 10,295.00 $4.20 $43,239.00 43 T-905-5.1 Topsoil Furnished from Off the Site CY 156.50 $42.90 $6,713.85 44 L-108-5.1 No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit LF 22,776.00 $3.38 $76,982.88 No. 6 AWG, Solid, Bare Copper Counterpoise 45 L-108-5.2 Wire, Installed in Trench, Including LF 15,861.00 $3.95 $62,650.95 L-108-5.3 Connections/Terminations 46 Trenching for Direct -Buried Bare Counterpoise LF 13,715.00 $2.26 $30,995.90 Wire, 8" Minimum Depth 47 L-108-5.4 ATCT Remote L-821 Panel Communication Cable, LF 1,750.00 $16.92 $29,610.00 Installed in Duct Bank or Conduit 48 L-109-7.1 Construction of Prefabricated Concrete Vault LS 1.00 $135,360.00 $135,360.00 Building and Foundation in Place 49 L-109-7.2 Installation of Prefabricated Concrete Vault LS 1.00 $169,200.00 $169,200.00 Buildin Equipment in Place 300.00 50 L-110-5.1 Flowable Fill Encased Electrical Conduit, 1-Way LF $39.50 $11,850.00 2"C 51 L-110-5.2 Non -Encased Electrical Conduit, 1-Way 2"C LF 14,459.00 $7.35 $106,273.65 52 L-110-5.3 Non -Encased Electrical Duct Bank, 4-Way 4"C LF 55.00 $84.60 $4,653.00 53 L-115-5.1 Concrete Encased Electrical Junction Structure, L- EA 11.00 $1,355.00 $14,905.00 867 Class 1, Size 16" Diameter by 24" Depth 54 L-125-5.1 L-858(L), Size 1, Base Mounted, 1-Module EA 8.00 $4,960.00 $39,680.00 Guidance Sign, Installed 55 L-125-5.2 L-858(L), Size 1, Base Mounted, 2-Module EA 19.00 $5,585.00 $106,115.00 Guidance Sign, Installed 56 L-125-5.3 L-858(L), Size 1, Base Mounted, 3-Module EA 21.00 $6,655.00 $139,755.00 Guidance Sign, Installed 57 L-125-5.4 L-858(L), Size 5, Base Mounted, Runway Distance EA 5.00 $7,165.00 $35,825.00 Remainina Sian, Installed 58 L-125-5.5 Existing L-858(L) Guidance Sign, Reinstalled on EA 1.00 $7,670.00 $7,670.00 New Base with New Panels 59 L-125-5.6 L-861(L) Base Mounted Runway Edge Light, EA 56.00 $1,695.00 $94,920.00 Installed 60 L-125-5.7 L-861 E(L) Base Mounted Runway Threshold Light, EA 16.00 $2,820.00 $45,120.00 Installed in Asphalt Pavement 61 L-125-5.8 L-861T(L) Base Mounted Taxiway Edge Light, EA 0.00 $1,635.00 $0.00 Installed 62 L-125-5.9 Existing Stored L-861T(L) Taxiway Edge Light, EA 24.00 $1,355.00 $32,520.00 Installed on New Base 63 SP-C-01a Bonds LS 1.00 $64,500.00 $64,500.00 64 SP-C-01b Owner's Protective Insurance LS 1.00 $1.00 $1.00 65 SS-140-5.1 Pavement Removal Storm Drain Crossings) SY 300.00 $40.00 $12,000.00 66 SS-140-5.2 Inlet/Junction Box Removal SY 15.00 $1,750.00 $26,250.00 67 SS-140-5.3 Drainage Pipe Removal LF 938.00 $55.40 $51,965.20 68 SS-223-5.1a Storm Drain Crossing Repair -Taxiway Pavement SY 0.00 $173.00 $0.00 69 SS-223-5.1 b Storm Drain Crossing Repair -Runway Pavement SY 300.00 $152.00 $45,600.00 70 D-701-5.1a 15" Reinforced Concrete Pie Class IV LF 70.00 $109.04 $7,632.80 71 D-701-5.1b 18" Reinforced Concrete Pie Class IV LF 724.00 $105.00 $76,020.00 72 D-701-5.1c 21" Reinforced Concrete Pie Class IV LF 16.00 $148.00 $2,368.00 73 D-701-5.1d 24" Reinforced Concrete Pie Class IV LF 40.00 $148.00 $5,920.00 74 D-701-5.1e 36" Reinforced Concrete Pie Class IV LF 40.00 $200.00 $8,000.00 75 D-701-5.1f 42" Reinforced Concrete Pie Class IV LF 32.00 $214.00 $6,848.00 76 D-701-5.1 g 23"x14" Reinforced Elli ical Pie Class IV LF 16.00 $177.00 $2,832.00 77 D-701-5.2a 15" Reinforced Pipe Collar EA 2.00 $800.00 $1,600.00 78 D-751-5.2b 18" Reinforced Pipe Collar EA 13.00 $800.00 $10,400.00 79 D-751-5.2c 21" Reinforced Pipe Collar EA 2.00 $800.00 $1,600.00 80 D-751-5.2d 24" Reinforced Pipe Collar EA 11.00 $800.00 $8,800.00 81 D-751-5.2e 36" Reinforced Pipe Collar EA 4.00 $1,200.00 $4,800.00 82 D-751-5.2f 42" Reinforced Pipe Collar EA 8.00 $1,300.00 $10,400.00 83 D-751-5.2g 23"x14" Elliptical to 18" Circular Reinforced Pipe EA 1.00 $1,000.00 $1,000.00 Collar 84 D-751-5.1a 4' x 4' Airfield Grate Inlet EA 5.00 $13,250.00 $66,250.00 85 D-751-5.1 b 4' x 4' Alternate Single Grate Inlet EA 3.00 $13,500.00 $40,500.00 86 D-751-5.1c 5' x 3' Airfield Single Grate Inlet EA 1.00 $13,950.00 $13,950.00 87 D-751-5.1d 5' x 5' Airfield Double Grate Inlet EA 1.00 $19,950.00 $19,950.00 88 D-751-5.1e Tx 3' Airfield Triple Grate Inlet EA 2.00 $25,500.00 $51,000.00 89 D-751-5.1f Tx 6' Airfield Triple Grate Inlet EA 1.00 $30,200.00 $30,200.00 90 D-751-5.1 g Tx 3' Airfield Junction Box EA 2.00 $11,900.00 $23,800.00 91 CO-01.1 AS-4 A uaSwirl Water Treatment Unit EA 1.00 $28,113.00 $28,113.00 92 CO2.01 ARDOT Section 207 Stone Backfill, Installed CY 340.00 $132.05 $44,897.00 93 CO2.02 Geo rid Subgrade Stabilization LS 1.00 $1,750.00 $1,750.00 94 CO2.03 Gate Loop Detectors, Installed LS 1.00 $1,000.00 $1,000.00 95 CO3.01 Cold Milling 2" Uniform Depth) SY 34546.89 $7.40 $255,646.99 96 CO4.01 Storm Drain Repair Excavation & Backfill EA 15.00 $250.00 $3,750.00 TOTAL CONSTRUCTION COST $5,910,998.01 ADMINISTRATION EXPENSES $10,000.00 ARCHITECTURAL ENGINEERING BASIC FEES Surveys $13,650.00 Geotechnical Services $40,950.00 Nondestructive Testing (NDT) $31,150.00 Pavement Condition Analysis $8,800.00 Preliminary Design - Runway Rehabilitation $82,000.00 Preliminary Design - Lighting Rehabilitation $54,900.00 Final Design - Runway Rehabilitation $52,700.00 Final Design - Lighting Rehabiliation $29,950.00 Bidding Services $11,250.00 TOTAL ARCHITECTURAL ENGINEERING BASIC FEES $325,350.00 OTHER ARCHITECTURAL ENGINEERING FEES Final Design Services - Storm Drain Repairs (Task Order 02 - Amendment 01) $30,400.00 TOTAL OTHER ARCHITECTURAL ENGINEERING FEES $30,400.00 PROJECT INSPECTION FEES On -Site Construction Observation Services $123,000.00 Construction Administration Services $62,000.00 Closeout Services $10,000.00 Construction Materials Testing $39,664.89 Additional Construction Phase Services (Task Order 03 - Amendment 01) $21,764.00 TOTAL PROJECT INSPECTION FEES $256,428.89 NON-AIP ELIGIBLE ITEMS 64 SP-C-01b jOwners Protective Insurance LS 1.00 $1.00 $1.00 91 CO-01.1 AS-4 AquaSwirl Water Treatment Unit EA 1.00 $28,113.00 $28,113.00 AL NON-AIP ELIGIBLE ITEMS TOTAL PROJECT COST AIP-ELIGIBLE $6,505,062,90 PROJECT FUNDING Executed AIP Grant 3-05-0020-050-2021: $6,135,840.OI Federal Aviation Administration AIP (90%) $5,522,256.00 Federal Aviation Administration ARPA (10%) $613,584.00 Grant Amendment Federal Aviation Administration AIP Grant Amendment (90%) $332,300.00 Arkansas Deartment of Aeronuatics (10%) $36,922.00 City of Fayetteville Remainder $28,114.90 TOTAL FUNDING $6,533,176.90 OMB CONTROL NUMBER: 2120-0569 OMB EXPIRATION DATE: 6/30/2023 PART III - BUDGET INFORMATION - CONSTRUCTION SECTION A —GENERAL 1. Assistance Listing Number: 20.106 2. Functional or Other Breakout: 3-05-0020-50-2021 SECTION B — CALCULATION OF FEDERAL GRANT Cost Classification Latest Approved Amount (Use only for revisions) Adjustment + or (-) Amount (Use only for revisions Total Amount Required 1. Administration expense $ 10,000 $ 0 $ 10,000 2. Preliminary expense 3. Land, structures, right-of-way 4. Architectural engineering basic fees 325,350 0 325,350 5. Other Architectural engineering fees 0 30,400 30,400 6. Project inspection fees 235,000 21,429 256,429 7. Land development 8. Relocation Expenses 9. Relocation payments to Individuals and Businesses 10. Demolition and removal 11. Construction and project improvement 5,565,491 345,507 5,910,998 12. Equipment 13. Miscellaneous 14. Subtotal (Lines 1 through 13) $ 6,135,841 $ 397,336 $ 6,533,177 15. Estimated Income (if applicable) 16. Net Project Amount (Line 14 minus 15) 17. Less: Ineligible Exclusions (Section C, line 23 g.) 1 28,113 28,114 18. Subtotal (Lines 16 through 17) $ 6,135,840 $ 369,223 $ 6,505,063 19. Federal Share requested of Line 18 5,522,256 332,300 5,854,556 20. Grantee share 1 28,114 28,115 21. Other shares* 613,584 36,922 650,506 22. TOTAL PROJECT (Lines 19,20 & 21) $ 6,135,841 $ 397,336 $ 6,533,177 *10% share of ORIGINAL AIP eligible costs will be reimbursed by funds authorized by the American Rescue Plan Act of 2021. *10% share of ADDITIONAL AIP eligible costs will be reimbursed by an Arkansas Department of Aeronautics matching grant. FAA Form 5100-100 (8/20) SUPERSEDES PREVIOUS EDITION Page 5 of 7 OMB CONTROL NUMBER: 2120-0569 OMB EXPIRATION DATE: 6/30/2023 SECTION C — EXCLUSIONS 23. Classification (Description of non -participating work) Amount Ineligible for Participation a. b. C. d. e. f. g. Total SECTION D — PROPOSED METHOD OF FINANCING NON-FEDERAL SHARE 24. Grantee Share — Fund Categories Amount a. Securities b. Mortgages c. Appropriations (by Applicant) d. Bonds e. Tax Levies f. Non -Cash g. Other (Explain): h. TOTAL - Grantee share $ 28,115 25. Other Shares Amount a. State 36,922 b. Other (American Rescue Plan Act) 613,584 c. TOTAL - Other Shares $ 650,506 26. TOTAL NON-FEDERAL FINANCING $ 678,621 SECTION E — REMARKS (Attach sheets if additional space is required) 10% share of ORIGINAL AIP eligible costs will be reimbursed by funds authorized by the American Rescue Plan Act of 2021. 10% share of ADDITIONAL AIP eligible costs will be reimbursed through an Arkansas Department of Aeronautics matching grant. FAA Form 5100-100 (8/20) SUPERSEDES PREVIOUS EDITION Page 6 of 7 Construction Contract Change Order Project: Change Order No, 1 FYV Runway Pavement and Lighting Rehabilitation Fayetteville - Drake Field Date Prepared May 27,2022 Garver Jab No. 21A13211 Prepared by: Kyle Bernell Garver Owner: Contractor: Drake Field Airport Emery Sapp ti Sons 4500 S. School Ave 5184 N. Oak Street Fayetlev fie. AR 72701 Sprinodale. AR 72764 Description of Work Included In Contract The project includes, but is not limited to, the rehaoil,tation of Runway 16-34 and connector taxiway pavement with a 2.5' asphalt overlay, reconstruction of airfield ligmmg and signage, construction and installation of a new electrical vault and generator, and updates to the ATCT controls Changes and Reasons Ordered (List Individual Changes as: A, B. C, D. etc.) Phis change order is for items associated with repairing safety issues and deficiencies arising from deterioration of the existing drainage infrastructure. These needs were identified during the airport's most recent Part 139 inspection and subsequent CCTV camera inspection of the storm drain system- Repairs will include complete A. replacement of two (2) storm drain crossings at Runway 16 and all existing drainage boxes and inlets within the Runway Safety Area (RSA) with the exception of the furthest south inlet. In order to provide addllional stormwater quality enhancements for the Airport, the Airport will install a water treatment unit along an existing slormwater pipe. This 8, system will provide storrnwaler treatment for stormwater runoff associated with hangars on the east side of the airfield. This item will not be ehgible for AIP reimbursement. Attachments RSA and Drainage Improvement Plan Sheets (Sheet 108 to 132). Revised Specification D-701 Pipe for Storm Drains and Culverts, Revised Specifuratior D-751 Manholes, Cath Basins Inlets and Inspection Holes. Spec fication SS-140 Demolition and Disposal, and Specification SS-223 Storm Drain Crossing Repair Bid Bid Unit Original Contract Revised Revised Original Revised Contract Item Item of Contract Unit Estimalfic Unit Esdmated Estimated Changes No Description Measure Quantity Price Quantity Price Cost Cost A. SS-1413-5-1 Pavement Removal tSiorm Drain SY U 250 $40.00 $0 00 $t0,000 00 Crossinsir A. SS-140-5.2 Inlet/Junction Box Removal EA 0 15 $1.750.00 $0.00 i $26,250.015 A. SS-140-5.3 Drainage Pipe Removal LF 0 - 1.017 $55 40 SG.00 $56.341.80 A. SS-223-5.1a Storm Dram Crossing Repair - SY (, 0 $173.00 SO 00 $0.00 Taxiway Pavement A. SS-223-5.1b Story. Drain Crossing Repair - SY 0 250 $152.00 $0.00 $38,000.00 RunwayPavement A. C-105-6.1 Mobilization i-S 1 S23C,000.00 1 $260,000.00 $230,000.00 $260,000-CO A D-701-5.1a 15" Reinforced Concrete Pipe (Class F 0 - 70 $109.04 $0.00 $7.632.80 Ii A. D-701-5.1b �1 , Reinforced Concrete Pape (Class LF 0 - 778 S105.00 $0.00 $81,690.00 A D-701-5.1c 21" Reinforced Concrete Pipe (Class LF C 16 S146.00 50.00 S2 368 OG A- D-701-5.1d 4" Reinforced Concrete Pipe (Class 56 $148.00 $0.00 S8.28B-00 A. D-701-5.1e V„ Reinforced Concrete Pipe (Class : F 0 40 S200.00 $0.00 S8,C00.00 A. D-7131-5.11' �" Reinforced Concrete Pipe (Class LF 0 32 $214.00 $0,00 $6,848.00 A. 0-701-5 1g 23"xl4' Reinforced Elliptical Pipe LF 0 16 $177 00 $0.00 $2,832,00 fc1assIV1 A. D-701-5.2a 15" Reinforced Pipe Collar EA 0 2 $800.100 $0.00 $1,600.00 A. D•701-5.2b 18" Reinforced Pipe Collar EA 0 8 5a00.00 SO.00 S6.400.00 A. D-701-5.2c 21" Reinforced Pipe Collar EA 0 - 2 $800,01) SO.00 St.6CG CU A 0-701-5.2d 24" Reinforced Pipe Collar EA 0 - 6 S800.00 S0-00 S4.800.00 A. D-701.5-2e 36" Reinforced Pipe Collar eA 0 4 S1,200.00 $0.00 $4.800.00 A. D-701-5 2f 42" Reinforced P pe Collar EA 0 3 $1,300 00 $0.00 S3.9130,00 A- D-701-5.2g 23"x14" to 18" Circular Reinforced EA 0 1 $1,000.00 $0.00 S1.000.00 Pipe Collar A. D-751-5.1a 4' x 4' AuFeld Single Grate Inlet EA 0 - 5 $13,250.00 s0.120 $66 25C.00 A. D-751-5-lb 4' x 4' Airfield Altemale Single Grate EA 0 3 S13.500.00 $0.00 $40,500.00 Inlet A. D-751-5.1c 5' x 3' Airfield Single Grate Inlet EA 0 $13,950-00 se.30 $13,950-CO A. D-751-5 to 5' x 5' Airfield Double Grate Inlet EA 0 1 $19.950-00 $0-00 $19,950 00 A I D-751-5.1If 7' x 3' Airfield Triple Grate Inlet EA 0 2 S25,500.00 $0.00 $51.000.00 A. D-751-5.1f T x IT Airfield Triple Grate Inlet EA I 0 I 1 S30,200.00 S0.0o S30,200.00 A. D-751-5.1 g T x T Airfield JunUion Box EA 0 - 2 $11,900.00 S0.00 $23.800.00 A. T-904-5.1 Sodding SY 25,365 $4 20 26,903 $4.20 S106,533.D0 $112,992.60 B. CO-01.1 AquaSwvl Water Treatment LS 0 S0 on 1 $28,113.00 S0.00 $28,113.00 U� Summation of Cast $336.533.00 $919,106.20 Net Cost for this Change Order $582.573.20 Estimated Project Cost Time Change Estimated Project Cost Original Contract Start Dale Original Contract Time (calendar days) May 9, 2022 85 Original Contract Amount $5,565,491.44 This Change Order $582,673.20 Additional Calendar Days granted by this Change Order 10 New Contract Amourl $6,148,064.64 New Contract Time (calendar days) 95 Suspended Time 0 New Construction Completion Date August 12. 2022 THIS AGREEMENT IS SUBJECT TO ALL ORIGINAL CONTRACT PROVISIONS AND PREVIOUS CHANGE ORDERS ISSUED FOR REASONS -T-a INDICATED ABOVE A�L Engineer: Garver Senior Protect Manager July 7. 2022 En 'Heels SI lure Title Date ACCEPTED BY CONTRACTOR, �r Asst. Vice -President July 6, 2022 Contra s Signature Title Date APPROVED BY OWNER Mavor 07/13/22 vn s Si nature Tilk Date v Aviation Division Task Order 02 Amendment 01 City of Fayetteville Staff Review Form 2022-0249 Legistar File ID N/A City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Summer Fallen 3/16/2022 AIRPORT SERVICES (760) Submitted By Submitted Date Division / Department Action Recommendation: Staff requests approval for the Aviation Division to execute Task Order 02 Amendment 01 in the amount of $30,400 with Garver, LLC to complete additional design services for the Runway Pavement and Lighting Rehabilitation project at the Airport and approval of a budget adjustment. This will utilize previously approved project contingency of up to $613,S86.00 of its fund balance reserve. Budget Impact: 5S50.760.3960-5860.02 Airport Account Number Fund 32101.2021 Airport Runway Pavement & Lighting Rehab Project Number Project Title Budgeted Item? Yes Current Budget $ 228,800.00 Funds Obligated $ 228,800.00 Current Balance Does item have a cost? Yes Item Cost $ 30,400.00 Budget Adjustment Attached? Yes Budget Adjustment $ 30,400.00 Remaining Budget Purchase Order Number: 202 1-000006hh Previous Ordinance or Resolution q V20210527 228 21 Change Order Number: Approval Date: 4-5-22 Original Contract Number: 2020-00000082 Comments: CITY OF FAYETTEVILLE ARKANSAS 1 U: Lioneld Jordan. Mayor THRU: Susan Norton. Chief of Staff Staff'Contract Review Committee FROM: Summer Fallen. Airport Director DATE: March 16.2022 STAFF MEMO SUBJECT: FYI' Runway Pavement and Lighting Rehabilitation — Design Services Task Order Amendment RECOMMENDATION: Staff requests approval for the Aviation Division to execute Task Order 02 Amendment 01 in the amount of S30.400 with Garver, LLC to complete additional design services for the Runway Pavement and Lighting Rehabilitation project at Fayetteville - Drake Field Airport and approval of a Budget Adjustment. The initial Task Order 02 authorized design services for mill and overlay of Runway 16-34. construction of a new electrical vault and generator, and improvements to the current airfield lighting and signage system. This task order amendment will authorize additional design services for repairs to the existing storm drainage system within the Runway Safety Area (RSA I. Previously approved IM-o project contingency will be utilized to fund the additional design services until such time as an FAA grant amendment is awarded. BACKGROUND: Fayetteville -Drake field is served by a single asphalt runway (Runway 16-341 that was extended to its current length in 1966. The runway has seen multiple overlay rehabilitations since that time, with the last overlay completed in 1986. Since that time, the condition of the asphalt pavements has been maintained through a combination of crack sealing and rejuvenating seal coats. This routine maintenance has provided a pavement life far beyond the 20- ycar design life of the 1986 overlay project. However. the pavement condition has gradually deteriorated to a point that warrants more substantial rehabilitation. A recent pavement condition assessment of the runway completed by the .Arkansas Department of Aeronautics noted that the runway pavement was approaching its "Critical PC[-. The Critical PCI is the point at which the cost of rehabilitation increases exponentially with time. This project is intended to provide a pavement rehabilitation alternative that will bring the Runway 16-34 pavement back to a satisfactory condition and extend the useful life of the pavements for a minimum of 20 years. The project will also include rehabilitation of various aspects of the existing airfield lighting and signage system to improve airport safety and efficiency. Runway edge light fixtures will be upgraded to LED and fixture spacing will be reviewed to confirm conformation to FAA standards. A recent FAA Part 139 inspection found erosion around the existing stake -mounted airfield signage fixtures. This will he addressed by installing new concrete sign foundations to provide a more reliable and maintainable signage system. Airfield signage will be upgraded to LED and naming conventions reviewed based on FAA guidance. A new standalone electrical vault will be constructed to house the airfield lighting power and control equipment. The current vault is located in an existing T-hangar and is not NEC compliant. This project was originally programmed for Design in 2021 and Construction in 2022. However. in October 2020. the FAA notified the City of Fayetteville that additional federal funds were available in 2021 to complete the entire project (Design and Construction). To receive this additional funding, the FAA requested the City of Fayetteville change their project schedule to complete the competitive bidding process by Summer 2021. The Airport entered into an agreement with Garver. LLC to render design and bidding services for the project (Task Order 02). L'u,wrnrfion hidr were. Mailing Address. 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville. AR 72701 received on June 2.2021. At the request ofthe FAA, a value engineering process was undertaken after bid opening to identify potential cost saving measures. The construction cost was subsequently negotiated with the low bidder based on the revised scope to bring the project within available funding limits. Ruts and depressions were identified within the runway safety area (RSA) during the FAA's most recent Part 139 inspection completed late Summer of 2021. Following the FAA's inspection. the City completed CCTV camera inspection of the existing storm drainage system. Major deficiencies were discovered within the aging drainage infrastructure, most of which date back to the 1960s and 1970s. These deficiencies were the cause of the RSA surface issues documented by FAA. Pending approval. correction of these deficiencies will coincide with the upcoming runway closure in July/August 2022. DISCUSSION: The Airport Division is requesting approval from Council to execute a task order amendment with Garver, LLC to proceed with design services Ibr improvement and repair of the existing storm drainage system. Following completion of design. construction costs pertaining to the storm drainage system improvements/repairs will be negotiated with Emery Sapp and Sons and added via change order to the current Runway Pavement and Lighting Rehabilitation construction contract. Costs associated with this task order amendment and future construction change order will be funded using project contingency. At the conclusion of the project a grant amendment will be submitted to the FAA for reimbursement of both design and construction costs. This amendment has already been coordinated with FAA. The FAA A I P grant program will cover 90% of the project costs of the amended work. The remaining 10% of project costs of the amended work will be funded through an Arkansas Division of Aeronautics matching grant. The FAA grant amendment and ADA grant will be submitted to reimburse costs associated design and construction of the additional drainage improvements. The only costs that will be attributed to the City for this project is $1.44 which represents the costs for non -FAA eligible Contractor insurance. Below is a summary of the anticipated costs and funding breakdown for the project. Administration and Other Costs: $10,000.00 Garver Task Order Ill (Design and Bidding) •: $325.350, 00 Garver Task Ogler 03 (Construction Phase Services) *: $235,000.00 Construction ('onlract lEmery .Sapp caul Sans! _: $5.565.491.44 Task Order 02 Amendment 01: $30.400.00 Drainage Improvements Change Order*": $570,000.00 TOTAL: $6,736.241.44 *Previously approved by the Cin- Council. * • F..'stimated Cost FAA (AIP): $5,522,256.00 FAA (ARPA): $613.584.00 FAA Grant Amendment: $540,360.00 ADA Grant: $60,040.00 City: $1.44 TOTAL: $6.736.241.44 BUDGET/STAFF IMPACT: No budget or staff impacts. The Aviation Division will utilize previously approved project contingency of up to $613.586.00 of its fund balance reserve. This amount includes 10% project contingency of the approved project budget and $1.44 for ineligible project expenses (Owner Projective Insurance). Attachments: Staff Review Form Staff Memo Construction Administration Task Order Amendment (Garver. LLC) BA Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 TASK ORDER 02 FAYFTTEVILLE — DRAKE FIELD AIRPORT RUNWAY PAVEMENT AND LIGHTING REHABILITATION - DESIGN AND BIDDING TASK ORDER 02 AMENDMENT NO.01 ADDITIONAL DESIGN SERVICES — RSA and DRAINAGE IMPROVEMENTS This TASK ORDER 02 AMENDMENT 01. effective on the date last written below, shall amend the original task order between the CITY OF FAYETTEVILLE and GARVER. LLC dated December 15. 2020. referred to in the following paragraphs as the Original Task Order. This TASK ORDER 02 AMENDMENT 01 adds professional services to the FYV Runway Pavement and Lighting Rehabilitation project at Fayetteville — Drake Field. Additional professional services include survey and design of Runway Safety Area (RSA) and drainage improvements added to the original project scope. The Original Task Order is hereby modified as follows: SECTION 1- SCOPE OF SERVICES GARVER will provide survey and design services for the RSA and Drainage Improvements as detailed in Exhibit A-02.1. SECTION 2 — PAYMENT For the work described under SECTION I - SCOPE OF SERVICES, the CITY OF FAYETTEVILLE will pay GARVER on a lump sum basis. The table below presents a summary of the fee amounts and fee types for this task order amendment. WORK DESCRIPTION FEE AMOUNT FEE TYPE Surveys — RSA and Drainage Improvements $8.600 Lump Sum Final Design — RSA and Drainage Improvements $21.800 Lump Sum TOTAL FEE $30,400 The lump sum amount to be paid under this agreement is $30,400. For informational purposes, a breakdown of GARVER's estimated costs is included in Exhibit B-02.1 with approximate current hourly rates for each employee classification. Additional Services (Extra Work). For work not described or included in Section I — Scope of Services but requested by the CITY OF FAYETTEVILLE in writing, the CITY OF FAYETTEVILLE will pay GARVER. for time spent on the project, at the rates shown in Exhihit B-02.1 for each classification of GARVER's personnel, plus overhead. plus 15% profit, plus reimbursable expenses including but not limited to printing. courier service. reproduction. and travel. Task Order 02 1 of 2 Amendment 01 ( RSA K Drainage) FYV Runw'av Pavement and Lighting Rehabilitation Garver Project No. 21 A 13211 SECTION 3 —EXHIBITS 3.1 The following Exhibits are attached to and made a part of this Agreement: 3.1.1 Exhibit A-01.I Scope ol'Services 3.1.2 Exhibit B-02.1 Manhour Tables This Agreement may be executed in two (2) or more counterparts each of which shall he deemed an original. but all of which together shall constitute one and the same instrument. Approval and acceptance of this Task Order Amendment. including attachments listed in SECTION 3 — EXHIBITS. shall incorporate this document as part of the Agreement. Garver is authorized to begin performance upon receipt of a copy of this Task Order Amendment signed by the CITY OF FAYETTEVILLE. The effective date of this Task Order Amendment shall be the last date written below. CITY OF F By M r. Lioi ATTEST - By: City Clerk • ILLE ; r • ,9 Joitili '�9d+ .'Qk�,;�AS ••,c� �• Task Order 02 2 of 2 FYV Runway Pavement and Lighting Rehabilitation GARVER I itle: Senior Project Mana.,er Amendment 01 (RSA & Drainage) Garver Project No. 21 A 13211 a EXHIBIT A-02.1 SCOPE OF SERVICES FAYETTEVILLE - DRAKE FIELD AIRPORT RUNWAY PAVEMENT AND LIGHTING REHABILITATION TASK ORDER 02 AMENDMENT 01 - RSA and DRAINAGE IMPROVEMENTS Generally, the Task Order 02 Amendment 01 Scope of Services includes additional survey and design services for RSA and Drainage Improvements to be performed in conjunction with the upcoming Runway Pavement and Lighting Rehabilitation project at Fayetteville - Drake Field These improvements primarily consist of replacing aging components of the existing storm drainage system identified as safety concerns during the Federal Aviation Administrations most recent Part 139 inspection and subsequent CCTV camera inspections conducted by the City of Fayetteville. The following will be completed to facilitate this effort. A.1 Field Investigations A.1,1 Design Surveys Garver will perform survey necessary to complete additional design work for the improvements to the existing storm drainage system. Garver will provide field survey data from field work for designing the project, and this survey will be tied to the Owner's control network. Garver will conduct field surveys, utilizing radial topography methods at intervals and for distances at and/or along the project site as appropriate for modeling the existing ground. including locations of pertinent features or improvements. Buildings and other structures, airfield pavements streets drainage features, airfield lights and signs, fences trees over eight inches in diameter visible utilities as well as those underground utilities marked by their owners and/or representatives and any other pertinent topographic features that may be present at and/or along the project site will be located Garver will coordinate with ATCT and Airport staff to complete surveys during daytime hours while the ATCT is open. It is estimated that a survey crew will be on -site for two days to compete the survey Garver will incorporate data obtained during the performance of the field surveys in the AutoCAD Civil3D base map drawing created for the project. A.2 Design Services A 2 1 General Garver will prepare construction drawings and specifications for the RSA and Drainage Improvements. These documents will be submitted to the City and provided to the Contactor to develop a cost estimate for the additional work. Designs shall conform to the standards of practice ordinarily used by members of GARVER s profession practicing under similar conditions and shall be submitted to the FAA office from which approval must be obtained A.2.2 Owner / AgencV Coordination Garver s project manager and/or design team will coordinate with the City of Fayetteville as necessary to coordinate design decisions, site visits document procurement, or other design needs. Exhibit A-02.1 - Scope of Services FYV Runway Pavement and Lighting Rehabilitation Garver Project No. 21A1321 1 A.2.3 Existing Conditions Review A.2.3 1 Record Document Review Garver will review record document data to evaluate existing conditions Record document data may include record drawings record surveys utility maps GIS data and previous design reports A.232 Site Visits Garver s civil engineers will perform up to two (2) site visits to the project site to review existing conditions and evaluate survey and record document data A.2.4 Plan Set Development The following additional sheets are expected for the RSA and Drainage Improvements Plan Set Design Phase Issued for Construction Demolition Plans X X Demolition Details Drainage Plans X Drainage Profiles X Drainage Details X A.2.5 Specifications and Contract Documents A.2 5 1 Technical Specifications Technical specifications pertaining to the RSA and Drainage Improvements will be developed using FAA "Standards for Specifying Construction for Airports" AC 150/5370-10 (latest edition) or other appropriate standards approved for use by the FAA Additional supplementary specifications will be developed for project requirements not covered by FAA AC150/5370-10 or when state or local standards are approved by the FAA. A.2.6 Quantities and Engineer's Opinion of Probable Cost. Garver will develop detailed quantities in PDF format for use in construction cost estimating Quantities will be completed by pay item. A.3 Project Deliverables The following deliverables will be submitted to the parties identified below. Unless otherwise noted below all deliverables shall be electronic. 1 Issued for Construction Plan Sheets. Specifications, and Quantities to the City of Fayetteville and Contractor 2 Other electronic files as requested. Exhibit A-02.1 — Scope of Services FYV Runway Pavement and Lighting Rehabilitation Garver Project No. 21Al3211 A.4 Schedule Garver shall begin work un shall complete the work wit Exhibit A-02.1 — Scope of FYV Runway Pavement an Exhibit B-02.1 FAYETTEVILLE - DRAKE FIELD AIRPORT RSA & DRAINAGE IMPROVEMENTS Surveys (Garver) WORK TASK DESCRIPTION E-s F-1 E-1 j_9, „ 2-Man Crew (Survey 5. 8 tin S�4 co 5`.5 5 S45 68 $39 35 $59.56 S44 91 $88 15 hi hi hr hr hr hr hr hr 1. Administration Prepare 'or Survey Scooing Meeting Attend Survey Sccping Meeting (#people on- siteivirtual) Develop Survey Field Work Exhibits Coordinate with Survey Crew Badgmg Coordination (Week lyBi-Weekly) Progress Meetings (#) Site Visit l# people # tnps) Subtotal - Administration 0 0 2 2 0 2 0 0 2- Surveys - Topographic Peview, of Existing Control Points 2 Topographic Surveys ,0 Data Processing,DTM Preparation 12 Develop Survey Basemap and Existing Surface Survey Meshing with Base Maps CC Review of Survey Data 2 4 Subtotal - Surveys - Topographic 0 2 0 6 0 0 12 20 Hours Salary Costs SUBTOTAL - SALARIES. LABOR AND GENERAL ADMINISTRATIVE OVERHEAD: DIRECT NON -LABOR EXPENSES Document PnntingiReproductionlAssembly Postage,F reight/C ouner Survey Supplies Computer Modeling/Sottware Use Locaton'Tracef/Thermal Imager Equipment Travel Costs 0 2 2 8 $0 00 S 129 18 S 1 10 50 S365 44 S2.626.16 $4,818.74 S0 00 50.00 $0 00 S0.00 S0 00 $38 36 SUBTOTAL - DIRECT NON -LABOR EXPENSES S38.36 SUBTOTAL. S7.483.26 SUBCONSULTANTS FEE. S0.00 PROFESSIONAL FEE S1.116.74 TOTAL FEE. $8.600.00 0 2 12 20 SO 00 S119 12 S538 92 S1 36300 Exhibit B-02.1 FAYETTEVILLE - DRAKE FIELD AIRPORT RSA & DRAINAGE IMPROVEMENTS Final Design WORK TASK DESCRIPTION E5 E4 E-3 E-2 E-t P-1 D-1 1-1 $78 80 S64 59 S55 25 $45 68 53935 S47 38 $36 73 $28 70 rtr hr fit tr hr hr hr hr Cltril Engineering and Project Administration Coordination with City of Fayetteville .1 Ccoravialion wdh FAA 4 4 Recctd Document Review 4 12 Final Plans Demcldion Plans - q 5 Demolition Detail_ q Drainage Plans 8 - Drainage Details 4 8 Utility Plans 2 - Utility Delads 2 Develop Final Technical Specifications 2 4 Develop Final Ouantities Develop Final Opinions of Provable Construction Cost! 4 4 Internal Quality Control IOC) ReweN 2 4 Incorporate OC Review Comments 4 Subtotal - (;ivil Lngineering ano irojectminis ra ion 0 18 40 0 40 0 0 60 Subtotal - Electrical trigineenng 01 0 0 0 0 0 0 0 Hours Salary Costs SUBTOTAL - SALARIES: LABOR AND GENERAL ADMINISTRATIVE OVERHEAD - DIRECT NON -LABOR EXPENSES Document Pnnling/Reprocuction/Assembly Postage/F reight/Counet Office Supplies&quipnent Computer Modelmg/Software Use Travel Costs SUBTOTAL - DIRECT NON -LABOR EXPENSES: 0 18 40 0 40 0 0 60 s0 D0 $1 16262 $2 210.00 50 00 St 574 00 S0 00 So Oc S t '__ cc $6.665.62 $12,236.25 S59 40 s0 CO Woo $C 0C $0 CU S59.40 SUBTOTAL $18.964.27 SUBCONSULTANTS FEE $0.00 PROFESSIONAL FEE 52.835.73 TOTAL FEE $21.800,00 City of Fayetteville, Arkansas - Budget Adjustment Form Budget Year Division Adjustment Number AIRPORT SERVICES 17ti0j 2022 /Org2 Requestor: Dee McCoy BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Staff request approval of a budget adjustment to use $30,400.00 of the project contingency for Garver Task Order 02 Amendment 01. Legistar: 2022-0249 (Non -Agenda) REQUEST DATE: 3/ 18/2022 Division Head Date Department Director Date Chief Financial Officer Date Chief of Staff Date Ke L41.,Spk-,* j*- 3/18/2022 5:56 PM Budget Director Date TYPE: E - (Administrative) JOURNAL #: GLDATE: CHKD/POSTED: TOTAL v.202.20314 Increase / (Decrease) Proiect.Sub� Account Number Expense Revenue Project Sub.Detl AT Account Name 5550.760.3960-5860.02 30,400 32101 2021 EX Capital Prof Svcs - Engineering/Architectu 5550.760.3960-5911.99 (30,400) 32101 2021 EX Contingency - Capital Project HABudget Adjustments\2022_Budget\CITY COUNCIL\NON-AGENDA\2022-0249 BA Non Agenda Garver Task Order.xlsm I of I TASK ORDER 03 FAYETTEVILLE — DRAKE FIELD AIRPORT RUNWAY PAVEMENT AND LIGHTING REHABILITATION TASK ORDER 03 AMENDMENT NO. 01 ADDITIONAL CONSTRUCTION PHASE SERVICES This TASK ORDER 03 AMENDMENT 01, effective on the date last written below, shall amend the original task order between the CITY OF FAYETTEVILLE and GARVER, LLC dated September 21, 2021, referred to in the following paragraphs as the Original Task Order. This TASK ORDER 03 AMENDMENT 01 adds additional construction phase services commensurate to extended construction contract time of 10 calendar days granted for the FYV Runway Pavement and Lighting Rehabilitation project at Fayetteville — Drake Field for the inclusion of additional drainage improvements requested by the FAA. The Original Task Order is hereby modified as follows: SECTION 1- SCOPE OF SERVICES GARVER will provide construction administration and construction observation services for an additional 10 days of contract time added to the project via Change Order 01. SECTION 2 — PAYMENT For the work described under SECTION 1 - SCOPE OF SERVICES, the CITY OF FAYETTEVILLE will pay GARVER on a lump sum basis. The table below presents a summary of the fee amounts and fee types for this task order amendment. WORK DESCRIPTION FEE AMOUNT FEE TYPE Additional Construction Phase Services $21,764 Lump Sum TOTAL FEE $21,764 Task Order 03 1 of 2 FYV Runway Pavement and Lighting Rehabilitation (CPS) Amendment 01 (Additional CPS Services) Garver Project No. 21AI3211 This Agreement may be executed in two (2) or more counterparts each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Approval and acceptance of this Task Order Amendment shall incorporate this document as part of the Agreement. Garver is authorized to begin performance upon receipt of a copy of this Task Order Amendment signed by the CITY OF FAYETTEVILLE. The effective date of this Task Order Amendment shall be the last date written below. CITY OF FAYETTEVILLEAARKANSAS GARVER Lioneld J ATTEST: `,�����RK•I T RFC �i,�� �V •'G�� Y p�.'.SG''. By: adaz OE �� • •;3-we: Senior Project Manager City Clerk Treasurer FAY r T1. F VI;. 1. L ; Task Order 03 2 of 2 Amendment 01 (Additional CPS Services) FYV Runway Pavement and Lighting Rehabilitation (CPS) Garver Project No. 21 A 1321 1 ENGINEERING SERVICES RECORD OF NEGOTIATION Fayetteville — Drake Field FYV Runway Pavement and Lighting Rehabilitation (Grant Amendment) A.I.P. Grant: 3-05-0020-050-2021 Design Phase Task Order Amendment: • On September 1, 2021, the airport requested a scope of services from Garver for a FYV Storm Drain Repair project to address safety concerns identified during FAA Part 139 inspection. • On October 15, 2021, Garver sent a scope of services for a Storm Drain Repair project to the City of Fayetteville. The airport approved the scope of services and submitted the scope to Olufemi Adeoye, FAA for review. • On January 11, 2022, Olufemi Adeoye, FAA acknowledged the scope of work and indicated work would be performed incidental to the upcoming FYV Runway Pavement and Lighting Rehabilitation project with funding to be pursued by grant amendment at project closeout. • Garver submitted a contract amendment (Task Order 02 — Amendment 01) for the additional Storm Drain Repairs design services to the airport on March 16, 2022. • Task Order 02 — Amendment 01 was submittal to the City Council for review and was approved on April 5, 2022. A copy of the contract amendment is included in the grant amendment package. Garver's total contract fee for additional design services is as follows: Additional Design Services for Storm Drain Repairs - $30,400.00 • The negotiations were conducted in good faith to ensure the fees are fair and reasonable. Construction Phase Task Order Amendment: • On July 13, 2022, City Council approved Change Order 01 authorizing an increase of ten (10) calendar days to contract time. • On January 15, 2024, Garver submitted a proposed scope of services to the airport for additional construction phase services performed in connection with the contract time added via Change Order 01. The airport approved the proposed scope services. Fee for additional construction phase services was developed as follows: Original [(CA Fee + Original CO Fee) / Original Contact Time] X Additional Contract Time OR [($123,000.00+$62,000.00) / 85 Days] X 10 Additional Days = $21,764.00 Additional Construction Phase Services for Contract Time Added - $21,764.00 • Garver submitted a contract amendment (Task Order 03 — Amendment 01) to the airport on February 2, 2024. A copy of the contract amendment submission is included in the grant amendment package. Executed contract amendment will be included within the final closeout package. 0 The negotiations were conducted in good faith to ensure the fees are fair and reasonable. INVOICE SUMMARY PROIECTINFORMATION Name: City of Fayetteville Title: Aimort Di—, Organization: Fayetteville, Drake Field Add— 4500 S School Avenue, Suite F City/State: Fayetteville, AR Zip Code: 72701-8016 Il) Ventler/Class/Description I2) Reimb. No. I3) %Cale Column I4) Invoice Number (S) Dale of Invoiu Ifi) Invoice Ameun[ Nan -Eligible Costs (8) AIP Eligible Coss Calc. Column (9) AIP Sponsor SM1are Cal, Column (10) All Fed Share Cal, Column I31) REMARKS IDPTIONAL) ADMINISTRATIVE EXPENSE Input Total from Grant App $ 10,000.00 $ 10,000.00 $ - $ 10,000.00 $ - $ 10,000.00 Independent Fee Estimates, LLC(IFE- Design) 1 10721 1/21/21 $ 2,480.Oo $ $ 2,480.00 $ $ Z,480.00 PartM and Partners llfE-Conittuttion Services) 1 1 6/2S/21 $ 1,250.Oo $ $ 1,250.00 $ $ 1,250.00 Garver (CIP Development) 1 150412-25 10/15/la $ 494.Jo $ $ 494.70 $ $ 494.70 Garver)CIP Development) 1 15041230- F 1Z/1u18 $ 1,668.54 $ $ 1,fi88.54 $ $ 1,fi88.54 Garver (CIP Development) 1 20A332-1 V21/Zl $ —So $ $ 6s— $ $ 653.80 Garver)CIP Development) It X ZOA33Z10-Z 11/1Z/21 $ Z,685.64 $ $ 2,685.64 $ $ 2,685.fi4 Northwest Arkansas Democrat Gazette 11 X 21-48 5/10/21 $ 747.32 $ $ 747.32 $ $ 747.32 ARCHITECTURAL ENGINEERING BASIC FEES Input Total from Grant App $ 325,350.00 $ 325,350.00 $ - $ 325,350.00 $ - $ 325,350.00 Garver 1 Z1A13Z11-1 A/1Z/21 $ 51,15Z,o $ $ 51,152,o $ $ 51,152.50 Garver 1 21A13211-Z 3/5/21 $ 304,480.00 $ $ 304,480.00 $ $ 104,480.00 Garver 1 Z1A13Z11-3 4/20/21 $ 63,357.50 $ $ 63,357.50 $ $ 63,357.50 Garver 1 Z1A33Z311 5/21/Zl $ 74,385A0 $ $ 74,385.00 $ $ 74,385.00 Garver 1 Z1A33Z31-5 6/2/21 $ 11,fi40.00 $ $ 11,fi40.00 $ $ 11,640A0 Garver 1 Z1A13Z11-6 7/28/21 $ 15,835A0 $ $ 15,835.D0 $ $ 15,835A0 Garver 1 Z1A13Z11-7 9/7/31 $ 2,250.00 $ $ Z,250.00 $ $ Z,250.00 Garver 1 21A13211-8 10/26/21 $ 2,250.00 $ $ 2,250.00 $ $ 2,250.00 OTHER ARCHITECTURAL ENGINEERING FEES Input Total from Grant App $ - $ 30,400.00 $ - $ 30,400.00 $ - $ 30,400.00 Garver 3 21A13211A-4 3/22/2Z $ 19,500.00 $ $ 19,500A0 $ $ 19,500.00 Garver 11 X 21A1321115 6/21/2Z $ 6,540.00 $ 6,540.00 $ 6,540.00 Garver 4 Z1A13Z1116 5/17/ZZ $ 3,370.Oo $ $ 3,270.00 $ $ 3,270.00 Garver 5 21A1321117 7/25/22 $ 1,090.00 $ $ 1,090.00 $ $ 1,090.00 PROJECT INSPECTION FEES Input Total from Grant App $ 235,000.00 $ 256,428.89 $ - $ 256,428.89 $ - $ 256,428.89 Garver 1 —13211A-1 1Z/10/21 $ 6,200.00 $ $ 6,200.00 $ $ 6,200.00 Garver 2 Z1A1321112 A/21/ZZ $ 3,100.00 $ $ 3,100.00 $ $ 3,100.00 Garver 2 Z-321113 3/2Z/ZZ $ 6,200.00 $ $ 6,200.00 $ $ 6,200.00 Garver 3 Z-321114 5/17/2Z $ 6,422.19 $ $ 6,422.19 $ $ 6,42Z.19 Garver 11 X 21A13211A-5 6/21/22 $ 8,241.1Z $ 8,241.1Z $ $ 8,241.12 Garver 4 Z-321116 7/25/ZZ $ 25,212.08 $ $ 25,212.08 $ $ 25,212- Garver 5 Z1A13Z1117 8/11/22 $ 74,747.53 $ $ 74,747.53 $ $ 74,747.53 Garver 6 23A13211A-8 9/16/22 $ 54,751.7E $ $ 54,7SZ.7B $ $ 54,752.78 Garver 7 21A1311A-9 10/24/2Z $ 34,S27.38 $ $ 34,fi27.38 $ $ 34,fi27.38 Garver 9 23A13211A-10 12/Z/ZZ $ Sal..$ $ 801.00 $ $ BOl.. Garver It X Z1A13Z11A-11 A/2/24 $ 10,260.81 $ $ 10,260K $ $ 10,26D31 Garver 11 X 21A13211112 6/19/24 $ 25,8M.M $ $ 25,864.00 $ $ 25,864.00 CONSTRUCTION AND PROJECT IMPROVEMENT Input Total from Grant App $ 5,565,491.00 $ 5,910,998.01 $ 28,114.00 $ 5,882,884.01 $ 36,922.29 $ 5,845,961.72 Emery SaPP&Sons 3 1 5/31/2Z $ Z54,481.25 $ 1.00 $ 254,480.25 $ $ 254,480.25 Emery Sapp&Sons 4 Z 6/30/ZZ $ 191,535.2E $ $ 191,535.28 $ $ 191,535.28 Emery Sapp&Sons 5 3 7/31/ZZ $ 1,977,704.2E $ $ 1,977,704.28 $ $ 1,977,704.28 Emery Sapp&Sons 6 4 8/31/22 $ 1,732,198.79 $ $ 1,732,198.79 $ $ 1,J33,198.79 —m .pp&Sons 7 5 9/30/ZZ $ 203,365.44 $ $ Z03,365- $ $ 203,365.44 Emery Sapp&Sons 8 6 10131/2Z $ 235,Z58.57 $ $ Z35,Z58.57 $ $ Z35,Z58.57 Emery Sapp&Sons 9 7 11/30/2Z $ —,—AZ $ $ 1fi3,711.12 $ $ 1fi3,711.12 Emery Sapp&Sons 10 8 3/31/23 $ 196,160.00 $ $ 196,1fi0A0 $ $ —,—Da Partial Dmwdown of Pay Estimate8 Emery Sapp&Sons It X 8 3/3VZ3 $ 243,166.31 $ $ Z43,166.32 $ $ Z43,166.32 Remainder of Pay Estimate8 Emery Sapp&Sons 11 X 9 5/15/13 $ Z58,335.39 $ $ Z58,335.39 $ $ 258,335.39 Emery SapP&Sons 11 X 10 10/2J/23 $ 85,858.67 $ 28,113.00 $ 57,745.67 $ $ 57,745.67 Amount Atributed to Original Grant Emery SapP&Sons 11 X 10 10/27/23 $ 369,Z2Z.90 $ $ 369,222.90 $ 36,922.Z9 $ 332,300.61 Amount Atributed to Grant Amendment Note:Alltotalsautomatiwlly round down to the nearest dollar. $ 6,533,176.90 $ 28,114A0 $ 1SOS,o62.90 $ 36,9Z2.Z9 TOTALPROIECT TOTALNONELIGIBLE TOTAL ELIGIBLE TOTALSPONSOR InputNon-Allowable Cost from Exe Grant App $ 1.00 Non -Allowable Costs Excluded from Amendment $ 28,113.00 WENEL 613,587.DO CURRENT REIMB. EXE GRANT $ 5,522,253.00 PREVIOUS REIMB. $ 6,135,840.00 TOTAL FED REIMB. OF EXE GRANT(100%) $ 6,135,840A0 Exe. Gran[AmouM 100— Per« to Exe. GranLTa Date $ 369,222.90 GRANT OVERAGE IAIP ELIGIBLE) $ 332,300.00 CURRENT FED REIMB.AMENDMENT(90%) $ 6,468,140.00 TOTAL FED REIM..OFAMEN.E.GRANT 5,522,250.00 The adjusted amount is a suggestion the sponsor may accept. Sponsor can also choose another means to cor the reconciliation. Let the FAA know what method the CITY OF FAYETTEVILLE FYV RUNWAY PAVEMENT AND LIGHTING REHABILITATION FINAL PROJECT BUDGET ITEM SPEC. FINAL UNIT EXTENDED NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 1 SS-120-3.1 Construction Safety and Security LS 1.00 $132,730.00 $132,730.00 2 SS-220-5.1 Pavement Edge Grading LF 8,405.00 $4.35 $36,561.75 3 SS-221-5.1 Paving Fabric SY 77,859.00 $3.00 $233,577.00 4 SS-222-5.1 Haul Road Repair Full Depth) SY 652.00 $107.00 $69,764.00 5 SS-222-5.2 Haul Road Repair 2" Mill and Overlay) SY 0.00 $78.40 $0.00 6 SS-300-5.1 Lockout/Tagout and Constant Current Regulator Calibration Procedures Electrical Vault Modifications Generator and Transfer Switch System, Installed Existing ATCT Modifications, Installed LS 1.00 $845.00 $845.00 7 SS-300-5.2 LS 1.00 $2,030.00 $2,030.00 8 SS-300-5.3 SS-300-5.4 LS 1.00 1.00 73.00 16.00 $118,650.00 $3,100.00 $118,650.00 9 LS EA $3,100.00 10 SS-301-5.1 SS-301-5.2 Existing Base Mounted Runway Edge Light, Removed $57.00 $282.00 $4,161.00 $4,512.00 11 Existing Base Mounted Taxiway Edge Light, Removed and Stored with Base Demolished EA 12 SS-301-5.3 Existing Stake Mounted Guidance Sign, Removed EA 49.00 $170.00 $8,330.00 13 SS-301-5.4 SS-301-5.5 Existing Base Mounted Guidance Sign, Removed EA 5.00 $565.00 $565.00 $2,825.00 $565.00 14 Existing Base Mounted Guidance Sign, Removed and Stored with Foundation Demolished Directional Boring, 1-Way 2"C Polyethylene Conduit EA LF 1.00 1,046.00 15 SS-305-5.1 $40.00 $41,840.00 16 SS-305-5.2 Directional Boring, 2-Way 2"C Polyethylene Conduits LF 445.00 $51.00 $22,695.00 17 SS-310-5.1 Temporary Airfield Lighting LS 1.00 $12,475.00 $12,475.00 18 C-100-14.1 Contractor Quality Control Program CQCP LS 1.00 $85,600.00 $85,600.00 19 C-102-5.1 Temporary Erosion Control LS 1.00 $17,500.00 $17,500.00 20 C-105-6.1 Mobilization Maximum 5% of Total Bid LS 1.00 $260,000.00 $260,000.00 21 P-101-5.1a Asphalt Concrete Pavement Removal SY 939.00 $23.70 $22,254.30 22 P-101-5.1b Concrete Pavement Removal SY 1,574.00 $28.20 $44,386.80 23 P-101-5.2 Joint and Crack Repair 1/2" or Greater LF 876.00 $3.60 $3,153.60 24 P-101-5.3 Pavement Markings Removal SF 30,352.00 $1.80 $54,633.60 25 P-101-5.4a Cold Milling 0-1" SY 65,986.14 $3.75 $247,448.03 26 P-101-5.4b Cold Milling 1%3" SY 9,906.50 $7.80 $77,270.70 27 P-152-4.1 Unclassified Excavation CY 0.00 $42.85 $0.00 28 P-152-4.2 Unsuitable Excavation CY 123.56 $56.40 $6,968.78 29 P-209-5.1 Crushed Aggre ate Base Course 6" Thickness SY 0.00 $16.00 $0.00 30 P-209-5.2 Crushed Aggregate Base Course (0-4" Thickness) SY 1,554.00 $11.00 $17,094.00 31 P-401-8.1a Asphalt Hot Mix Surface Course TN 11,844.93 $152.00 $1,800,429.36 32 P-401-8.1 b Asphalt Hot Mix Surface Course for Test Section TN 250.00 $341.00 $85,250.00 33 P-401-8.1c Asphalt Hot Mix Leveling Course TN 138.88 $177.00 $24,581.76 34 P-403-8.1 Asphalt Hot Mix Base Course TN 501.38 $156.00 $78,215.28 35 P-620-5.1a Runway and Taxiway Markin Reflective SF 104,386.00 $0.82 $85,596.52 36 P-620-5.1b Runway and Taxiway Markin Non -Reflective SF 39,557.00 $0.79 $31,250.03 37 P-620-5.1c Runway and Taxiway Markin (Temporary) SF 47,952.51 $0.71 $34,046.28 38 P-621-5.1 Grooving SY 53,200.00 $1.85 $98,420.00 39 D-701-5.1 24" Reinforced Concrete Pie Class III LF 0.00 $105.50 $0.00 40 D-751-5.1 4' x 4' Airfield Grate Inlet EA 0.00 $12,972.00 $0.00 41 T-901-5.1 Seeding AC 8.38 $2,250.00 $18,855.00 42 T-904-5.1 Sodding SY 10,295.00 $4.20 $43,239.00 43 T-905-5.1 Topsoil Furnished from Off the Site CY 156.50 $42.90 $6,713.85 44 L-108-5.1 No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit LF 22,776.00 $3.38 $76,982.88 No. 6 AWG, Solid, Bare Copper Counterpoise 45 L-108-5.2 Wire, Installed in Trench, Including LF 15,861.00 $3.95 $62,650.95 L-108-5.3 Connections/Terminations 46 Trenching for Direct -Buried Bare Counterpoise LF 13,715.00 $2.26 $30,995.90 Wire, 8" Minimum Depth 47 L-108-5.4 ATCT Remote L-821 Panel Communication Cable, LF 1,750.00 $16.92 $29,610.00 Installed in Duct Bank or Conduit 48 L-109-7.1 Construction of Prefabricated Concrete Vault LS 1.00 $135,360.00 $135,360.00 Building and Foundation in Place 49 L-109-7.2 Installation of Prefabricated Concrete Vault LS 1.00 $169,200.00 $169,200.00 Buildin Equipment in Place 300.00 50 L-110-5.1 Flowable Fill Encased Electrical Conduit, 1-Way LF $39.50 $11,850.00 2"C 51 L-110-5.2 Non -Encased Electrical Conduit, 1-Way 2"C LF 14,459.00 $7.35 $106,273.65 52 L-110-5.3 Non -Encased Electrical Duct Bank, 4-Way 4"C LF 55.00 $84.60 $4,653.00 53 L-115-5.1 Concrete Encased Electrical Junction Structure, L- EA 11.00 $1,355.00 $14,905.00 867 Class 1, Size 16" Diameter by 24" Depth 54 L-125-5.1 L-858(L), Size 1, Base Mounted, 1-Module EA 8.00 $4,960.00 $39,680.00 Guidance Sign, Installed 55 L-125-5.2 L-858(L), Size 1, Base Mounted, 2-Module EA 19.00 $5,585.00 $106,115.00 Guidance Sign, Installed 56 L-125-5.3 L-858(L), Size 1, Base Mounted, 3-Module EA 21.00 $6,655.00 $139,755.00 Guidance Sign, Installed 57 L-125-5.4 L-858(L), Size 5, Base Mounted, Runway Distance EA 5.00 $7,165.00 $35,825.00 Remainina Sian, Installed 58 L-125-5.5 Existing L-858(L) Guidance Sign, Reinstalled on EA 1.00 $7,670.00 $7,670.00 New Base with New Panels 59 L-125-5.6 L-861(L) Base Mounted Runway Edge Light, EA 56.00 $1,695.00 $94,920.00 Installed 60 L-125-5.7 L-861 E(L) Base Mounted Runway Threshold Light, EA 16.00 $2,820.00 $45,120.00 Installed in Asphalt Pavement 61 L-125-5.8 L-861T(L) Base Mounted Taxiway Edge Light, EA 0.00 $1,635.00 $0.00 Installed 62 L-125-5.9 Existing Stored L-861T(L) Taxiway Edge Light, EA 24.00 $1,355.00 $32,520.00 Installed on New Base 63 SP-C-01a Bonds LS 1.00 $64,500.00 $64,500.00 64 SP-C-01b Owner's Protective Insurance LS 1.00 $1.00 $1.00 65 SS-140-5.1 Pavement Removal Storm Drain Crossings) SY 300.00 $40.00 $12,000.00 66 SS-140-5.2 Inlet/Junction Box Removal SY 15.00 $1,750.00 $26,250.00 67 SS-140-5.3 Drainage Pipe Removal LF 938.00 $55.40 $51,965.20 68 SS-223-5.1a Storm Drain Crossing Repair -Taxiway Pavement SY 0.00 $173.00 $0.00 69 SS-223-5.1 b Storm Drain Crossing Repair -Runway Pavement SY 300.00 $152.00 $45,600.00 70 D-701-5.1a 15" Reinforced Concrete Pie Class IV LF 70.00 $109.04 $7,632.80 71 D-701-5.1b 18" Reinforced Concrete Pie Class IV LF 724.00 $105.00 $76,020.00 72 D-701-5.1c 21" Reinforced Concrete Pie Class IV LF 16.00 $148.00 $2,368.00 73 D-701-5.1d 24" Reinforced Concrete Pie Class IV LF 40.00 $148.00 $5,920.00 74 D-701-5.1e 36" Reinforced Concrete Pie Class IV LF 40.00 $200.00 $8,000.00 75 D-701-5.1f 42" Reinforced Concrete Pie Class IV LF 32.00 $214.00 $6,848.00 76 D-701-5.1 g 23"x14" Reinforced Elli ical Pie Class IV LF 16.00 $177.00 $2,832.00 77 D-701-5.2a 15" Reinforced Pipe Collar EA 2.00 $800.00 $1,600.00 78 D-751-5.2b 18" Reinforced Pipe Collar EA 13.00 $800.00 $10,400.00 79 D-751-5.2c 21" Reinforced Pipe Collar EA 2.00 $800.00 $1,600.00 80 D-751-5.2d 24" Reinforced Pipe Collar EA 11.00 $800.00 $8,800.00 81 D-751-5.2e 36" Reinforced Pipe Collar EA 4.00 $1,200.00 $4,800.00 82 D-751-5.2f 42" Reinforced Pipe Collar EA 8.00 $1,300.00 $10,400.00 83 D-751-5.2g 23"x14" Elliptical to 18" Circular Reinforced Pipe EA 1.00 $1,000.00 $1,000.00 Collar 84 D-751-5.1a 4' x 4' Airfield Grate Inlet EA 5.00 $13,250.00 $66,250.00 85 D-751-5.1 b 4' x 4' Alternate Single Grate Inlet EA 3.00 $13,500.00 $40,500.00 86 D-751-5.1c 5' x 3' Airfield Single Grate Inlet EA 1.00 $13,950.00 $13,950.00 87 D-751-5.1d 5' x 5' Airfield Double Grate Inlet EA 1.00 $19,950.00 $19,950.00 88 D-751-5.1e Tx 3' Airfield Triple Grate Inlet EA 2.00 $25,500.00 $51,000.00 89 D-751-5.1f Tx 6' Airfield Triple Grate Inlet EA 1.00 $30,200.00 $30,200.00 90 D-751-5.1 g Tx 3' Airfield Junction Box EA 2.00 $11,900.00 $23,800.00 91 CO-01.1 AS-4 A uaSwirl Water Treatment Unit EA 1.00 $28,113.00 $28,113.00 92 CO2.01 ARDOT Section 207 Stone Backfill, Installed CY 340.00 $132.05 $44,897.00 93 CO2.02 Geo rid Subgrade Stabilization LS 1.00 $1,750.00 $1,750.00 94 CO2.03 Gate Loop Detectors, Installed LS 1.00 $1,000.00 $1,000.00 95 CO3.01 Cold Milling 2" Uniform Depth) SY 34546.89 $7.40 $255,646.99 96 CO4.01 Storm Drain Repair Excavation & Backfill EA 15.00 $250.00 $3,750.00 TOTAL CONSTRUCTION COST $5,910,998.01 ADMINISTRATION EXPENSES $10,000.00 ARCHITECTURAL ENGINEERING BASIC FEES Surveys $13,650.00 Geotechnical Services $40,950.00 Nondestructive Testing (NDT) $31,150.00 Pavement Condition Analysis $8,800.00 Preliminary Design - Runway Rehabilitation $82,000.00 Preliminary Design - Lighting Rehabilitation $54,900.00 Final Design - Runway Rehabilitation $52,700.00 Final Design - Lighting Rehabiliation $29,950.00 Bidding Services $11,250.00 TOTAL ARCHITECTURAL ENGINEERING BASIC FEES $325,350.00 OTHER ARCHITECTURAL ENGINEERING FEES Final Design Services - Storm Drain Repairs (Task Order 02 - Amendment 01) $30,400.00 TOTAL OTHER ARCHITECTURAL ENGINEERING FEES $30,400.00 PROJECT INSPECTION FEES On -Site Construction Observation Services $123,000.00 Construction Administration Services $62,000.00 Closeout Services $10,000.00 Construction Materials Testing $39,664.89 Additional Construction Phase Services (Task Order 03 - Amendment 01) $21,764.00 TOTAL PROJECT INSPECTION FEES $256,428.89 NON-AIP ELIGIBLE ITEMS 64 SP-C-01b jOwners Protective Insurance LS 1.00 $1.00 $1.00 91 CO-01.1 AS-4 AquaSwirl Water Treatment Unit EA 1.00 $28,113.00 $28,113.00 AL NON-AIP ELIGIBLE ITEMS TOTAL PROJECT COST AIP-ELIGIBLE $6,505,062,90 PROJECT FUNDING Executed AIP Grant 3-05-0020-050-2021: $6,135,840.OI Federal Aviation Administration AIP (90%) $5,522,256.00 Federal Aviation Administration ARPA (10%) $613,584.00 Grant Amendment Federal Aviation Administration AIP Grant Amendment (90%) $332,300.00 Arkansas Deartment of Aeronuatics (10%) $36,922.00 City of Fayetteville Remainder $28,114.90 TOTAL FUNDING $6,533,176.90 Construction Contract Change Order Project: Change Order No, 1 FYV Runway Pavement and Lighting Rehabilitation Fayetteville - Drake Field Date Prepared May 27,2022 Garver Jab No. 21A13211 Prepared by: Kyle Bernell Garver Owner: Contractor: Drake Field Airport Emery Sapp ti Sons 4500 S. School Ave 5184 N. Oak Street Fayetlev fie. AR 72701 Sprinodale. AR 72764 Description of Work Included In Contract The project includes, but is not limited to, the rehaoil,tation of Runway 16-34 and connector taxiway pavement with a 2.5' asphalt overlay, reconstruction of airfield ligmmg and signage, construction and installation of a new electrical vault and generator, and updates to the ATCT controls Changes and Reasons Ordered (List Individual Changes as: A, B. C, D. etc.) Phis change order is for items associated with repairing safety issues and deficiencies arising from deterioration of the existing drainage infrastructure. These needs were identified during the airport's most recent Part 139 inspection and subsequent CCTV camera inspection of the storm drain system- Repairs will include complete A. replacement of two (2) storm drain crossings at Runway 16 and all existing drainage boxes and inlets within the Runway Safety Area (RSA) with the exception of the furthest south inlet. In order to provide addllional stormwater quality enhancements for the Airport, the Airport will install a water treatment unit along an existing slormwater pipe. This 8, system will provide storrnwaler treatment for stormwater runoff associated with hangars on the east side of the airfield. This item will not be ehgible for AIP reimbursement. Attachments RSA and Drainage Improvement Plan Sheets (Sheet 108 to 132). Revised Specification D-701 Pipe for Storm Drains and Culverts, Revised Specifuratior D-751 Manholes, Cath Basins Inlets and Inspection Holes. Spec fication SS-140 Demolition and Disposal, and Specification SS-223 Storm Drain Crossing Repair Bid Bid Unit Original Contract Revised Revised Original Revised Contract Item Item of Contract Unit Estimalfic Unit Esdmated Estimated Changes No Description Measure Quantity Price Quantity Price Cost Cost A. SS-1413-5-1 Pavement Removal tSiorm Drain SY U 250 $40.00 $0 00 $t0,000 00 Crossinsir A. SS-140-5.2 Inlet/Junction Box Removal EA 0 15 $1.750.00 $0.00 i $26,250.015 A. SS-140-5.3 Drainage Pipe Removal LF 0 - 1.017 $55 40 SG.00 $56.341.80 A. SS-223-5.1a Storm Dram Crossing Repair - SY (, 0 $173.00 SO 00 $0.00 Taxiway Pavement A. SS-223-5.1b Story. Drain Crossing Repair - SY 0 250 $152.00 $0.00 $38,000.00 RunwayPavement A. C-105-6.1 Mobilization i-S 1 S23C,000.00 1 $260,000.00 $230,000.00 $260,000-CO A D-701-5.1a 15" Reinforced Concrete Pipe (Class F 0 - 70 $109.04 $0.00 $7.632.80 Ii A. D-701-5.1b �1 , Reinforced Concrete Pape (Class LF 0 - 778 S105.00 $0.00 $81,690.00 A D-701-5.1c 21" Reinforced Concrete Pipe (Class LF C 16 S146.00 50.00 S2 368 OG A- D-701-5.1d 4" Reinforced Concrete Pipe (Class 56 $148.00 $0.00 S8.28B-00 A. D-701-5.1e V„ Reinforced Concrete Pipe (Class : F 0 40 S200.00 $0.00 S8,C00.00 A. D-7131-5.11' �" Reinforced Concrete Pipe (Class LF 0 32 $214.00 $0,00 $6,848.00 A. 0-701-5 1g 23"xl4' Reinforced Elliptical Pipe LF 0 16 $177 00 $0.00 $2,832,00 fc1assIV1 A. D-701-5.2a 15" Reinforced Pipe Collar EA 0 2 $800.100 $0.00 $1,600.00 A. D•701-5.2b 18" Reinforced Pipe Collar EA 0 8 5a00.00 SO.00 S6.400.00 A. D-701-5.2c 21" Reinforced Pipe Collar EA 0 - 2 $800,01) SO.00 St.6CG CU A 0-701-5.2d 24" Reinforced Pipe Collar EA 0 - 6 S800.00 S0-00 S4.800.00 A. D-701.5-2e 36" Reinforced Pipe Collar eA 0 4 S1,200.00 $0.00 $4.800.00 A. D-701-5 2f 42" Reinforced P pe Collar EA 0 3 $1,300 00 $0.00 S3.9130,00 A- D-701-5.2g 23"x14" to 18" Circular Reinforced EA 0 1 $1,000.00 $0.00 S1.000.00 Pipe Collar A. D-751-5.1a 4' x 4' AuFeld Single Grate Inlet EA 0 - 5 $13,250.00 s0.120 $66 25C.00 A. D-751-5-lb 4' x 4' Airfield Altemale Single Grate EA 0 3 S13.500.00 $0.00 $40,500.00 Inlet A. D-751-5.1c 5' x 3' Airfield Single Grate Inlet EA 0 $13,950-00 se.30 $13,950-CO A. D-751-5 to 5' x 5' Airfield Double Grate Inlet EA 0 1 $19.950-00 $0-00 $19,950 00 A I D-751-5.1If 7' x 3' Airfield Triple Grate Inlet EA 0 2 S25,500.00 $0.00 $51.000.00 A. D-751-5.1f T x IT Airfield Triple Grate Inlet EA I 0 I 1 S30,200.00 S0.0o S30,200.00 A. D-751-5.1 g T x T Airfield JunUion Box EA 0 - 2 $11,900.00 S0.00 $23.800.00 A. T-904-5.1 Sodding SY 25,365 $4 20 26,903 $4.20 S106,533.D0 $112,992.60 B. CO-01.1 AquaSwvl Water Treatment LS 0 S0 on 1 $28,113.00 S0.00 $28,113.00 U� Summation of Cast $336.533.00 $919,106.20 Net Cost for this Change Order $582.573.20 Estimated Project Cost Time Change Estimated Project Cost Original Contract Start Dale Original Contract Time (calendar days) May 9, 2022 85 Original Contract Amount $5,565,491.44 This Change Order $582,673.20 Additional Calendar Days granted by this Change Order 10 New Contract Amourl $6,148,064.64 New Contract Time (calendar days) 95 Suspended Time 0 New Construction Completion Date August 12. 2022 THIS AGREEMENT IS SUBJECT TO ALL ORIGINAL CONTRACT PROVISIONS AND PREVIOUS CHANGE ORDERS ISSUED FOR REASONS -T-a INDICATED ABOVE A�L Engineer: Garver Senior Protect Manager July 7. 2022 En 'Heels SI lure Title Date ACCEPTED BY CONTRACTOR, �r Asst. Vice -President July 6, 2022 Contra s Signature Title Date APPROVED BY OWNER Mavor 07/13/22 vn s Si nature Tilk Date v Construction Contract Change Order Project: Change Order No. 2 FYV Runway Pavement and Lighting Rehabilitation Date Prepared: •Uarrh 16, 2023 Fayetteville - Drake Field Garver Job No. 21At3211 Prepared by: Kyle A. Renneo, P.F. Owner: Contractor: Drake Field Airport Errery Sapp & Sons 4500 S. School Ave. 5184 N. Oak Street Fayetteville, AR 72701 Springdale. AR 72764 Description of Work Included in Contract The project includes, but is not limited to, the rehabilitation of Runway 16-34 and connector taxiway pavement with a 2.5" asphalt overlay, reconstruct,un of airfield lighting and signage, construction and installation of a new electrical vault and generator, and updates to the ATCT controls. Changes and Reasons Ordered (List Individual Changes as: A, B, C, D, etc.) Unforeseen Site CondiPon: The primary haul route for the project accessed the site through Gate 3 and crossed the fuel farm road to reach the letminal apron. SLbstanllal damage occurred Id the existing asphalt fuel term road starting at Highway 71 and extending 282 knear feet to the east. the Contract Includes provisions for full depth haul route repair, and reconstruction of the existing asphalt and base course will be paid under bid item SS-222-5.1 Haul Road Repair (Full Depth). The A. underlying subgrade was in very poor condition and requires remediation to establish a stable working platform to conduct reconslructon of the pavement section. Due !o soft sal conditions and groundwater, subgrade remediation generally consists of undercutting unsultable clay soils and backfilling with ARGOT Section 207 Stone Backfill. Due to the presence of numerous utility crossings near Highway 71. geogrid stabilizallon is utilized in lieu of stone baddill along 60linear feel of the fuel farm road This change order adds new bid item CO2.01 for ARGOT Section 207 Stone Backfill, Installed and CO2.02 for Geogrid Subgrade Stabilization, Installed. Existing gate loop detectors at Gate 3 must be replaced in conjunction with repair of the fuel farm road. This change order adds new bid Item CO2.03 for Gate Loop B Detectors, Installed. As -built quantity of Haul Road Repair (Full Depth) and Haul Road Repair (2" Mill and Overlay) were less than estimated contract quantities. This change adjusts the C contract quantities of bid item SS-222.5.1 and SS222-5.2 to reflect the as -built quantities Attachments: None. Bid Bid Unit Original Contract Revised Revised Original Revised Contract Item Item of Contract Unit Contract Unit Contract Contract Changes No. Description Measure Quantity Price Quantity Price Cost Cost A CO2.01 ARDOT Section 207 Stone Backfill. CY 0 $0.00 340.00 $132.D5 S0.00 $44,897.00 Instated A. CO2.02 Geogrid Subgrade Stabilzatidn LS 0 $0.00 1.00 $1,750.00 $0,00 $1,750.00 Installed B. CO2.03 Gate Loop Deteo:lors, Installed LS 0 $0.00 1.00 $1.000.00 S0.0o $1.000.00 C. SS-222.5.1 Haul Road Repair (Full Depth) SY 1.000 S107.00 65200 $107.00 S107.000.00 $69 764.00 C. SS-222.5.2 Haul Road Repair (2" Mill and SY 33C $78.40 0.00 $78 40 S25.872.00 $0.00 Oveda Summation of Cast $132,872.00 S117.411.00 Net Cost for this Change Order) (S15,461.00) Estimated Project Cost Time Change Estimated Project Cost Contract Start Date May 9 2022 Original Contract Time (calendar days) 85 Original Contract Amount $5,566,491.44 Previously Approved Changes $582,673.20 Previously Approved Changes (calendar days) 10 This Change Order ($15,461.00) Additional Contract Time This Change Order (calendar days) 0 New Contract Amount $6,132,603.64 Suspended Time (calendar days) New Cdnslructien Completion Date August 12, 2022 THIS AGREEMENT 15 SUBJECT TO ALL ORIGINAL CONTRACT PROVISIONS AND PREVIOUS CHANGE ORDERS ISSUED FOR REASONS INDICATED ABOVE / Engineer Garver Project Manager 3-17-2023 Engineel'i,lignature T ifle Dale ACCEPTED BY 2 ' CONTRACTOR �lf Asst Vice -President 03-17-2023 Contra 's slgpAA pavid B ag PE Title Dale APPROVED BY I OWNER / va Mayor _ _y _ 05/03/202-3 w _Ys Si natu•e' t�Ue Date Construction Contract Change Order Project: Change Order No. 3 FYV Runway Pavement and Lighting Rehabilitation Date Prepared: May 8 2023 Fayetteville - Drake Field Garver Job No. 21At3211 Prepared by: Kyle A. Bennett, P.E. Owner: Contractor: Drake Field Airport Emery Sapp 8 Sons 4500 S. School Ave. 51114 N. Oak Street Fayetteville, AR 72701 Spnngdale, AR 72764 Description of Work Included in Contract The project ndudes, but is not limited to, the rehabilitation of Runway 16-34 and connector taxiway pavement with a 2.5" asphalt overlay, reconstruction of airfield lighting and signage, construction and installation of a new electrical vault and generator, and updates to the ATCT controls. Changes and Reasons Ordered (List Individual Changes as: A, B, C, D, etc.) Unforseen Site Condition: The typical section for runway and taxiway pavement rehabilitation includes a uniform 1" depth cold mill followed by a 2.5" thick ACHM overlay. Field observations determined the asphalt surface remaining after the planned 1" mill was not suitable to receive the planned overlay. The poor surface conditions were caused by a previous variable thickness overlay which was poorly bonded to the underlying asphalt. It was determined that complete removal of the A. previous overlay would be necessary to provide a stable substrate for for placing the new overlay. Areas already milled at the time this determination was made will require an additional 1" uniform depth cold mill that will be paid under Bid Item P-101-5.4a (Cold Milling W-1-). Areas not yet milled at the time of this determination will require a single 2" uniform depth cold mill. This change adds new bid item CO2.01 for Cold Milling 2" Uniform Depth, and adjusts contract quantity of bid items P-101- 5.4a and P-101-5.4b to reflect as -built quantities. As -built quantity of Asphalt Hot Mix Surface Course is less than the estimated plan quantity. This change adjusts the contract quantity for Pay Item P-401-8.1a in an B. amount sufficient to offset cost of the Contract Change A. Bid Item P-401-8.1 a will be fully reconciled to plan quantity as part of the final reconciliation change order at project closeout. Attachments: None Bid Bid Unit Original Contract Revised Revised Original Revised Contract Item Item of Contract Unit Contract Unit Contract Contract No. Description Measure Quantity Price Quantity Price Cost Cost —Changes A. CO3.01 Cold Milin 2" Uniform Depth) SY 0 $0.00 34,546.89 $7.40 $0.00 $255,646.99 A. P-101-5.4a Cold Milin 0-1" SY 66,980 $3.75 65,986.14 $3.75 $251,175.00 $247.448.03 A. P-101-5.4b Cold Milling (1"-3") SY 14,050 $7.80 9.906,50 $7,80 $109,590.00 $77.270.70 B. P-401-8.1a As halt Hot Mix Surface Course TN 13.455 $152.00 12.010.00 $152.00 1 $2 045,160.00 $1,825 520.00 Summation of Costi $2,405,925.00 $2,40s,aas.71 Net Cost for this Change Order ($39.29) Estimated Project Cost Time Change Estimated Project Cost Contract Start Date May 9, 2022 Original Contract Time (calendar days) 85 Original Contract Amount $5,565,491.44 Previously Approved Changes $567,112.20 Previously Approved Changes (calendar days) 10 This Change Order ($39.29) Additional Contract Time This Change Order (calendar days 0 New Contract Amount $6,132,564.35 Suspended Time (calendar days) New Construction Completion Dale August 12, 2022 THIS AGREEMENT IS SUBJECT TO ALL ORIGINAL CONTRACT PROVISIONS AND PREVIOUS CHANGE ORDERS ISSUED FOR REASONS ! INDICATED ABOVE JI Engineer: Garver ' Project Manager 5-12-2023 EngineSi nature Title Date ACCEPTED BY CONTRACTOR Asst. Vice -President 05-12-2023 tractor's Si natur X David Q,, Tag. PE Title Date APPROVED BY OWNER -1 U 2-q Ownelti;Srgnature Title Date 16 Construction Contract Change Order Project: Change Order No. 4 FYV Runway Pavement and Lighting Rehabilitation Date Prepared: January 5.. 2024 Fayetteville - Drake Field Garver Job No. 21Al3211 Prepared by: Kyle A. Bennett, P.E. Owner: Contractor: Drake Field Airport Emery Sapp & Sons 4500 S. School Ave. 5184 N. Oak Street Fayetteville, AR 72701 Springdale, AR 72764 Description of Work Included in Contract The project includes, but is not limited to, the rehabilitation of Runway 16-34 and connector taxiway pavement with a 2.5" asphalt overlay, reconstruction of airfield lighting and signage, construction and installation of a new electrical vault and generator, and updates to the ATCT controls. Changes and Reasons Ordered (List Individual Changes as: A, B, C, D, etc.) Additional damage to existing storm dain pipe network was found while completing repairs associated with Change Order 01. Reinforced concrete storm drain pipes have pulled apart at several locations within the RSA. The ground surface has subsided above the damaged pipes where soil and water are infiltrating into the storm drainage A. system, resulting in safte hazards within the RSA. The es will be repaired b installing pipe collars under the various a items previously added b Change Order Y 9 Y pipes P Y 9 P�P pay P Y Y 9 01. This Change Order adds an additional pay item for the additional excavation and backfilling necessarsy to facilitate installation of the additional pipe collars. B. Final reconciliation of estimated quantities to as -built quantities. Attachments: Bid Bid Unit Original Contract Revised Revised Original Revised Contract Item Item of Contract Unit Contract Unit Contract Contract Changes No. Description Measure Quanti Price Quantity Price Cost Cost A. C04.01 Excavation and Backfill for Pipe EA 0 $0.00 15 $250.00 $0.00 $3,750.00 Collar Repair B. SS-220-5.1 Pavement Edge Grading LF 16,570.00 $4.35 8,405.00 $4.35 $72,079.50 $36,561.75 B. SS-221-5.1 Paving Fabric SY 94,521.00 $3.00 77,859.00 $3.00 $283,563.00 $233,577.00 Existing Base Mounted Taxiway B. SS-301-5.2 Edge Light, Removed and Stored EA 20.00 $282.00 16.00 $282.00 $5,640.00 $4,512.00 with Base Demolished B. SS-305-5.1 Directional Boring, 1-Way 2"C LF 1,050.00 $40.00 1,046.00 $40.00 $42,000.00 $41,840.00 Polyethylene Conduit B. SS-305-5.2 Directional Boring, 2-Way 2"C LF 450.00 $51.00 445.00 $51.00 $22,950.00 $22,695.00 Polyethylene Conduits B. P-101-5.1a Asphalt Concrete Pavement SY 990.00 $23.70 939.00 $23.70 $23,463.00 $22,254.30 Removal B. P-101-5.1b Concrete Pavement Removal SY 1,730.00 $28.20 1,574.00 $28.20 $48,786.00 $44,386.80 B. P-101-5.2 Joint and Crack Repair (1/2" or LF 5,200.00 $3.60 876.00 $3.60 $18,720.00 $3,153.60 Greater B. P-101-5.3 Pavement Markings Removal SF 5,060.00 $1.80 30,352.00 $1.80 $9,108.00 $54,633.60 B. P-152-4.2 Unsuitable Excavation CY 0.00 $56.40 123.56 $56.40 $0.00 $6,968.78 B. P-209-5.2 Crushed Aggregate Base Course (0- SY 1,600.00 $11.00 1,554.00 $11.00 $17,600.00 $17,094.00 4" Thickness B. P-401-8.1a Asphalt Hot Mix Surface Course TN 12,010.00 $152.00 11,844.93 $152.00 $1,825,520.00 $1,800,429.36 B. P-401-8.1c Asphalt Hot Mix Leveling Course TN 600.00 $177.00 138.88 $177.00 $106,200.00 $24,581.76 B. P-403-8.1 Asphalt Hot Mix Base Course TN 415.00 $156.00 501.38 $156.00 $64,740.00 $78,215.28 B. P-620-5.1 a Runway and Taxiway Marking SF 96,940.00 $0.82 ######## $0.82 $79,490.80 $85,596.52 Reflective B. P-620-5.1b Runway and Taxiway Marking (Non- SF 25,640.00 $0.79 39,557.00 $0.79 $20,255.60 $31,250.03 Reflective B. P-620-5.1 c Runway and Taxiway Marking SF 53,566.00 $0.71 47,952.51 $0.71 $38,031.86 $34,046.28 (Temporary) B. P-621-5.1 Grooving SY 57,270.00 $1.85 53,200.00 $1.85 $105,949.50 $98,420.00 B. T-901-5.1 Seeding AC 3.00 $2,250.00 8.38 $2,250.00 $6,750.00 $18,855.00 B. T-904-5.1 Sodding SY 26,903.00 $4.20 10,295.00 $4.20 $112,992.60 $43,239.00 B. T-905-5.1 Topsoil (Furnished from Off the Site) CY 350.00 $42.90 156.50 $42.90 $15,015.00 $6,713.85 No. 8 AWG, 5kV, L-824, Type C B. L-108-5.1 Cable, Installed in Trench, Duct Bank LF 22,190.00 $3.38 22,776.00 $3.38 $75,002.20 $76,982.88 or Conduit No. 6 AWG, Solid, Bare Copper B. L-108-5.2 Counterpoise Wire, Installed in LF 17,690.00 $3.95 15,861.00 $3.95 $69,875.50 $62,650.95 Trench, Including Connections/Term inations Trenching for Direct -Buried Bare B. L-108-5.3 Counterpoise Wire, 8" Minimum LF 13,798.00 $2.26 13,715.00 $2.26 $31,183.48 $30,995.90 Depth ATCT Remote L-821 Panel B. L-108-5.4 Communication Cable, Installed in LF 2,300.00 $16.92 1,750.00 $16.92 $38,916.00 $29,610.00 Duct Bank or Conduit B. L-110-5.2 Non -Encased Electrical Conduit, 1- LF 15,540.00 $7.35 14,459.00 $7.35 $114,219.00 $106,273.65 Way 2"C B. L-110-5.3 Non Encased Electrical Duct Bank, 4 LF 60.00 $84.60 55.00 $84.60 $5,076.00 $4,653.00 Way 4"C B. L-125-5.9 Existing Stored L-861T(L) Taxiway EA 27.00 $1,355.00 24.00 $1,355.00 $36,585.00 $32,520.00 Ed a Li ht, Installed on New Base B. SS 14Q5.1 Pavement Removal (Storm Drain SY 250.00 $40.00 300.00 $40.00 $10,000.00 $12,000.00 Crossings) B. SS-140-5.3 Drainage Pi a Removal LF 1.017.00 $55.40 938.00 $55.40 $56,341.80 $51,965.20 B. SS-223-5.1b Storm Drain Crossing Repair- SY 250.00 $152.00 300.00 $152.00 $38.000.00 $45,600.00 Runway Pavement B. D-701-5.1b Reinforced Concrete Pipe LF 778.00 $105.00 724.00 $105.00 $81,690.00 $76,020.00 Cl (lass I C B. D-701-5.1d 24" Reinforced Concrete Pipe LF 56.00 $148.00 40.00 $148.00 $8,288.00 $5,920.00 Class I B. D-701-5.2b 18" Reinforced Pipe Collar EA 8.00 $800.00 13.00 $800.00 $6,400.00 $10,400.00 B. D-701-5.2d 24" Reinforced Pipe Collar EA 6.00 $800.00 11.00 $800.00 $4,800.00 $8,800.00 B. D-701-5.2f 42" Reinforced Pipe Collar EA 3.00 $1,300.00 8.00 $1,300.00 $3,900.00 $10.400.00 Summation of Cost $3,499,131.84 $3,277,565.60 Net Cost for this Change Order ($221,566.34) Estimated Project Cost Time Change Estimated Project Cost Contract Start Date Original Contract Time (calendar days) May 9, 2022 85 Original Contract Amount $5,565,491.44 Previously Approved Changes $567,072.91 Previously Approved Changes (calendar days) 10 This Change Order ($221,566.34) Additional Contract Time This Change Order (calendar days) 0 New Contract Amount $5,910,998.01 Suspended Time (calendar days) 307 New Construction Completion Date June 15, 2023 THIS AGREEMENT IS SUBJECT TO ALL ORIGINAL CONTRACT PROVISIONS AND PREVIOUS CHANGE ORDERS ISSUED FOR REASONS INDICATED ABOVE f 11 *� ` Project Manager 2/13/24 Engineer: Garver Enginitrrh Signature Title Date ACCEPTED BY J� CONTRACTOR Asst. Vice -President 2/13/2024 C09ractoes Si nalu Title Date APPROVED BY r OWNER wner's Si na ur Title Da e Lis Federal Financial Report (Follow form Instructions) Approved Modified SF-425 1. Federal Agency and Organizational Element to 2. Federal Grant or Other Identifying Number Assigned by Federal Agency Which Report is Submitted (To report multiple grants, use FFR Attachment) FAA/ACE-610 3-05-0020-050-2021 3. Recipient Organization (Name and complete address including Zip code) Name: Fayetteville, Drake Field I Streetl: 4500 S School Avenue, Suite F City/State Fayetteville, AR Street2: County: Washington County Zip Code 72701-8016 Province: N/A Country: US:United States S. Recipient Account Number or Identifying Number 4a. UEI Number 4b. EIN (To report multiple grants, use FFR Attachment) JNDMR7IAKHT3 71-6018462 6. Report Type 7. Accounting Basis 8. PERIOD OF THIS REQUEST From: 10/1/2023 To: 2024 9. Reporting Period End Date Final Cash 1 9/30/2024 9/30/2024 10. Transactions (Use lines a-c for single or multiple grant reporting) Cumulative Federal Cash (To report multiple grants, also use FFR attachment): (Round Down to Nearest Dollar) a. Cash Receipts $ 6,468,140.00 b. Cash Disbursements (Calculated from the Invoice Summary based on Grant Period) $ 6,468,140.00 c. Cash on Hand (line a minus b $ - Federal Expenditures and Unobligated Balance: (Use lines d-o for single grant reporting) d. Total Federal funds authorized (Calculated from the Invoice Summary based on Grant Period) $ 6,468,140.00 e. Federal share of expenditures (Calculated from the Invoice Summary based on Grant Period) $ 6,468,140.00 f. Federal share of unliquidated obligations $ - g. Total Federal share $ 6,468,140.00 h. Unobligated balance of Federal Funds (line g minus d) $ - Recipient Share: i. Total recipient share $ 65,037.00 j. Recipient share of expenditures $ 65,037.00 k. Remaining recipient share to be provided (line i minus j) $ - Program Income: 1. Total Federal program income earned $ - m. Program Income expended in accordance with the deduction alternative $ - n. Program Income expended in accordance with the addition alternative $ - o. Unexpended program income (line I minus line m or line n) $ - 11. Indirect Expense a. Type b. Rate c. From - To d. Base e. Amount Charged f. Federal Share $ - $ - $ - $ - $ - g. Totals $ - $ - $ - 12. Remarks: Attach any explanations deemed necessary or information required by Federal sponsoring agency in compliance with governing legislation: N/A 13. Certification: By signing this report, I certify that it is true, complete, and accurate to the best of my knowledge. I am aware that any false, fictitious, or fraudulent information may subject me to criminal, civil or administrative penalties. (U.S. Code, Title 18, section 1001) Name The Hon rable Lioneld JqLdan Title: I Mayor Phone 479-57 8830 Email Address: mayor@fayetteville-ar.sov Date Submitted: ' Signature: 14, Agency use only Public reportin rden for this collectio inf matio s estimated to average 60 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining eded, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any othe Vinding aspect of this collection of informati suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0004), Washington, DC 20503. PLEASE DO NOT RETURN YOUR COMPLETED FORM TO THE OFFICE OF MANAGEMENT AND BUDGET. SEND IT TO THE ADDRESSPROVIDED BY THE SPONSORING AGENCY. OUTLAY REPORT AND REQUEST FOR REIMBURSEMENT FOR CONSTRUCTION PROGRAMS Approved Modified SF-271 1. Type of Request I Annual 1 1 2. Basis of Request I Cash 3. Federal Agency and Organizational Element to 4. Federal Grant or Other Identifying Number Assigned by Federal Agency Which Report is Submitted (To report multiple grants, use FFR Attachment) FAA/ACE-610 3-05-0020-050-2021 5. PARTIAL PAYMENT REQUEST 6. EIN 7. FINANCIAL AIN 8. PERIOD OF THIS REQUEST From: F 10/1/2023 To: 2024 FINAL 71-6018462 9/30/2024 9. Recipient Organization (Name and complete address including Zip code) Name: Fayetteville, Drake Field Streetl: 4500 S School Avenue, Suite F City/State Fayetteville, AR Street2: County: Washin ton Zip Code 72701-8016 Province: N/A Country: US:United States 10. PAYEE (Where check is to be sent if different than item 9) Name: Streetl: City/State Street2: County: Zip Code Province: N/A Country: US:United States 11. STATUS OF FUNDS (Calculated Based On Time Period In Box 8) Classification PROGRAMS [a] FUNCTIONS [b] ACTIVITIES [c] TOTAL (Cumulative Costs) Previous Payments Current Payments Later Payments ADMINISTRATIVE EXPENSE $ 6,567.04 $ 3,432.96 $ - $ 10,000.00 PRELIMINARY EXPENSES $ - $ - $ - $ - LAND, STRUCURES, RIGHT-OF-WAY $ - $ - $ - $ - ARCHITECTURAL ENGINEERING BASIC FEE $ 325,350.00 $ - $ - $ 325,350.00 OTHER ARCHITECTURAL ENGINEERING FE $ 23,860.00 $ 6,540.00 $ - $ 30,400.00 PROJECT INSPECTION FEES $ 212,062.96 $ 44,365.93 $ - $ 256,428.89 LAND DEVELOPMENT $ - $ - $ - $ - RELOCATION EXPENSES $ - $ - $ - $ - RELOCATION PAYMENTSTO IND.& BUSIN $ - $ - $ - $ - DEMOLITION AND REMOVAL $ - $ - $ - $ - CONSTRUCTION AND PROJECT IMPROVEN $ 4,954,413.73 $ 891,547.99 $ - $ 5,845,961.72 EQUIPMENT $ - $ - $ - $ - MISCELLANEOUS $ - $ - $ - $ - n. Total to date (sum a thru m) $ 5,522,253.73 $ 945,886.88 $ - $ 6,468,140.61 o. Deductions for program income $ - $ - $ - $ - p. Net to date (line n minus line o) $ 5,522,253.73 $ 945,886.88 $ - $ 6,468,140.61 q. Federal share to date $ 5,522,253.73 $ 945,886.88 $ - $ 6,468,140.61 r. Rehab. grants (100% reimb.) $ - $ - $ $ s. Total Federal share (sum q and r) $ 5,522,253.73 $ 945,886.88 $ - $ 6,468,140.00 t. Federal payments prev. requested $ 5,522,250.00 u. Amount requested for reimb. $ 945,890.00 v. project's physical completion % 1 85.38% 14.62% 100.00% 12. Certification: By signing this report, I certify that it is true, complete, and accurate to the best of my knowledge. I am aware that any false, fictitious, or fraudulent information may subject me to criminal, civil or administrative penalties. (U.S. Code, Title 18, section 1001) a. RECIPIENT Name: The Honorable Lioneld Jor an Title: Mayor Phone 479-57 - 330 Email Address: mayor@fayetteville-ar.>;ov Signature: Date Signed:I I I I U' b. REPRESEN TIVE CERTIFYING NE 11V Name Kyle Bennett, P.E.' Title: Project Manager 1479-527-9100 Phone Email Ad dr ress:1 KABennett@GarverUSA.com Signature: !` ' Date Signed: 6/19/2024 Public reporting b den for this collection of information is estimated to average 60 minutes per response, including time for reviewing instructions, searching existing data sources, gatheri gbnd maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this col ection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0004), Washington, DC 20503. PLEASE DO NOT RETURN YOUR COMPLETED FORM TO THE OFFICE OF MANAGEMENT AND BUDGET. SEND IT TO THE ADDRESS PROVIDED BY THE SPONSORING AGENCY. Tracking Payments to DBE Contractors S onsor's Name: City of Fa etteville Airport Name: FYV Drake Field Airport City, State: Fayette ille, AR AIP Number: 3-05-0020-050-2021 Federal Fiscal Year: 2022 Total Contract $'s: $5,565,491.44 (1) DBE Contractor (Name, Address, Phone #) (2) Contract Amount Payable to DBE Contractor (3) Date of Paid Invoice to DBE Contractor (4) Amount Paid This Pay Request (5) Total Paid to Date (Add together Pay Request Amounts paid to this DBE Contractor Couch Excavating Co., Inc. 13125 FIR 2165, Cassville, MO 65625 417-847-3501 $171,072.00 PE 01 n/a $0.00 $0.00 PE 02 n/a $0.00 $0.00 PE 03 9-9-2022 $343,437.12 $343,437.12 PE 04 n/a $0.00 $343,437.12 PE 05 n/a $0.00 $343,437.12 PE 06 n/a $0.00 $343,437.12 PE 07 n/a $0.00 $343,437.12 PE 08 n/a $0.00 $343,437.12 PE 09 n/a $0.00 $343,437.12 PE 10 n/a $0.00 $343,437.12 PE 11 PE 12 (1) DBE Contractor (Name, Address, Phone #) (2) Contract Amount Payable to DBE Contractor (3) Date of Paid Invoice to DBE Contractor (4) Amount Paid This Pay Request (5) Total Paid to Date (Add together Pay Request Amounts paid to this DBE Contractor Envirotrac Safety & Erosion, Inc. PO Box 985 Danville, AR 72833 479-272-4961 $109,396.37 PE 01 n/a $0.00 $0.00 PE 02 n/a $0.00 $0.00 PE 03 9-9-2022 $1,940.68 $1,940.68 PE 04 10-7-2022 $42,281.69 $44,222.37 PE 05 11-15-2022 $298.57 $44,520.94 PE 06 n/a $0.00 $44,520.94 PE 07 n/a $0.00 $44,520.94 PE 08 n/a $0.00 $44,520.94 PE 09 6-16-2023 $13,126.44 $57,647.38 PE 10 n/a $0.00 $57,647.38 PE 11 PE 12 (1) DBE Contractor (Name, Address, Phone #) (2) Contract Amount Payable to DBE Contractor (3) Date of Paid Invoice to DBE Contractor (4) Amount Paid This Pay Request (5) Total Paid to Date (Add together Pay Request Amounts paid to this DBE Contractor PE 01 PE 02 PE 03 PE 04 PE 05 PE 06 PE 07 PE 08 PE 09 PE 10 PE 11 PE 12 Form Completed By: Title: David Tag, PE Assistant Vice -President Date: Telephone #: 06-06-2022 479-844-5030 Date of Changes/ Update of Figures: Signature of Person Updating Figures (Prime Contractor or Prime Contractor's Representative) These Two Columns for Sponsor's Use Only Date of Sponsor's Review Signature of Sponsor's Representative 06/06/22 07/07/22 7 08/12/22� 09/08/22h7a 10/11 /22 11 /04/22 7 12/06/22 7 05/01 /23 yb� 05/12/237a� 01/17/24 9 U.S. Department of Transportation Federal Aviation Administration OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Construction Project Final Acceptance Airport Improvement Program Sponsor Certification Sponsor: City of Fayetteville, Arkansas Airport: Fayetteville - Drake Field (FYV) Project Number: 3-05-0020-050-2021 Description of Work: FYV Runway Pavement and Lighting Rehabilitation Application 49 USC § 47105(d), authorizes the Secretary to require me certification from the sponsor that it will comply with the statutory and administrative requirements in carrying out a project under the Airport Improvement Program. General standards for final acceptance and close out of federally funded construction projects are in 2 CFR § 200.343 — Closeout and supplemented by FAA Order 5100.38. The sponsor must determine that project costs are accurate and proper in accordance with specific requirements of the grant agreement and contract documents. Certification Statements Except for certification statements below marked not applicable (N/A), this list includes major requirements of the construction project. Selecting "Yes" represents sponsor acknowledgment and confirmation of the certification statement. The term "will" means Sponsor action taken at appropriate time based on the certification statement focus area, but no later than the end of the project period of performance. This list is not comprehensive and does not relieve the sponsor from fully complying with all applicable statutory and administrative standards. The source of the requirement is referenced within parenthesis. 1. The personnel engaged in project administration, engineering supervision, project inspection, and acceptance testing were or will be determined to be qualified and competent to perform the work (Grant Assurance). 0 Yes ❑ No ❑ N/A 2. Construction records, including daily logs, were or will be kept by the resident engineer/construction inspector that fully document contractor's performance in complying with: a. Technical standards (Advisory Circular (AC) 150/5370-12); b. Contract requirements (2 CFR part 200 and FAA Order 5100.38); and c. Construction safety and phasing plan measures (AC 150/5370-2). 0 Yes ❑ No ❑ N/A 3. All acceptance tests specified in the project specifications were or will be performed and documented. (AC 150/5370-12). 0 Yes ❑ No ❑ N/A FAA Form 5100-129 (8/20) SUPERSEDES PREVIOUS EDITION page 1 of 3 4. Sponsor has taken or will take appropriate corrective action for any test result outside of allowable tolerances (AC 150/5370-12). 0 Yes ❑ No ❑ N/A 5. Pay reduction factors required by the specifications were applied or will be applied in computing final payments with a summary made available to the FAA (AC 150/5370-10). 0 Yes ❑ No ❑ N/A 6. Sponsor has notified, or will promptly notify the Federal Aviation Administration (FAA) of the following occurrences: a. Violations of any federal requirements set forth or included by reference in the contract documents (2 CFR part 200); b. Disputes or complaints concerning federal labor standards (29 CFR part 5); and c. Violations of or complaints addressing conformance with Equal Employment Opportunity or Disadvantaged Business Enterprise requirements (41 CFR Chapter 60 and 49 CFR part 26). Q Yes ❑ No ❑ N/A 7. Weekly payroll records and statements of compliance were or will be submitted by the prime contractor and reviewed by the sponsor for conformance with federal labor and civil rights requirements as required by FAA and U.S. Department of Labor (29 CFR Part 5). ❑X Yes ❑ No ❑ N/A 8. Payments to the contractor were or will be made in conformance with federal requirements and contract provisions using sponsor internal controls that include: a. Retaining source documentation of payments and verifying contractor billing statements against actual performance (2 CFR § 200.302 and FAA Order 5100.38); b. Prompt payment of subcontractors for satisfactory performance of work (49 CFR § 26.29); c. Release of applicable retainage upon satisfactory performance of work (49 CFR § 26.29); and d. Verification that payments to DBEs represent work the DBE performed by carrying out a commercially useful function (49 CFR §26.55). 0 Yes ❑ No ❑ N/A 9. A final project inspection was or will be conducted with representatives of the sponsor and the contractor present that ensure: a. Physical completion of project work in conformance with approved plans and specifications (Order 5100.38); b. Necessary actions to correct punch list items identified during final inspection are complete (Order 5100.38); and c. Preparation of a record of final inspection and distribution to parties to the contract (Order 5100.38); 0 Yes ❑ No ❑ N/A 10. The project was or will be accomplished without material deviations, changes, or modifications from approved plans and specifications, except as approved by the FAA (Order 5100.38). 0 Yes ❑ No ❑ N/A FAA Form 5100-129 (8/20) SUPERSEDES PREVIOUS EDITION page 2 of 3 11. The construction of all buildings have complied or will comply with the seismic construction requirements of 49 CFR § 41.120. ❑ Yes ❑ No Q N/A 12. For development projects, sponsor has taken or will take the following close-out actions: a. Submit to the FAA a final test and quality assurance report summarizing acceptance test results, as applicable (Grant Condition); b. Complete all environmental requirements as established within the project environmental determination (Oder 5100.38); and c. Prepare and retain as -built plans (Order 5100.38). 0 Yes ❑ No ❑ N/A 13. Sponsor has revised or will revise their airport layout plan (ALP) that reflects improvements made and has submitted or will submit an updated ALP to the FAA no later than 90 days from the period of performance end date. (49 USC § 47107 and Order 5100.38). ❑X Yes ❑ No ❑ N/A Attach documentation clarifying any above item marked with "No" response. Sponsor's Certification I certify, for the project identified herein, responses to the forgoing items are accurate as marked and additional documentation for any item marked "no" is correct and complete. Executed on this �, .`� day of ( ►�� l� Name of Sponsor: City of Fayetteville, Arkansas Name of Sponsor's Authorized Official: The Honorable Lioneld Jordan Title of Sponsor's Authorized Official: Mayor /) Signature of Sponsor's Authorized I declare under penalty of perjury that the foregoing is true an rrect. I understand that knowingly and willfully providing false information to the federal government Ka violation of 18 USC § 1001 (False Statements) and could subject me to fines, imprisonment, or both. FAA Form 5100-129 (8/20) SUPERSEDES PREVIOUS EDITION page 3 of 3 June 28, 2005 Appendix 10. Final Inspection Report Order 5100.38C (FAA Form 5110-17) Reports Identification Symbol: AS 5100-4 AIP FINAL INSPECTION REPORT PROJECT NO. AIP 3-05-0020-050-2021 SPONSOR'S NAME DATE COMPLETED DATE INSPECTED City of Fayetteville 5/11/2023 5/11/2023 SPONSOR'S ADDRESS NUMBER OF CONTRACTS THIS PROJECT 1 4500 South School Avenue, Suite F FUNDS Fayetteville, AR 72701 FAAP/ADAP OTHER AIRPORT NAME Fayetteville - Drake Field TOTAL BID 5,565,491.44 LOCATION Fayetteville, Arkansas y TOTAL AMOUNT CHANGE ORDERS 345,506.57 CONTRACTOR'S NAME EmerySapp & Sons, Inc. pp TENTATIVE 5,910,998.01 TOTAL COST 1. DESCRIPTION OF WORK (Indicate portion of project description applicable to the contract inspected. Additional description may be given to define the scope of the contract and to indicate eligible work and ineligible work.) This project included rehabilitation of Runway 16-34 and connector taxiway pavement with a 2.5" asphalt overlay, reconstruction of airfield lighting and signage, and construction of a new electrical vault. The project also included runway grooving, new pavement marking of all movement areas, and minor RSA grading. Repair of storm drain infrastructure including replacement of two RCP storm drain crossings, replacement of storm drain structures, and repair of disjointed RCP pipes was added to the project via change order. 2. QUALITY OF WORK ALL ELIGIBLE FAAP / ADAP WORK IS: RISATISFACTORY ❑ UNSATISFACTORY (Explain in item 3) 3 SUMMARY OF TEST RESULTS Describe any unusual construction or installation conditions. If unsatisfactory ineligible work which can adversely affect eligible work exists, explain in detail. If previous inspection reports indicate unsatisfactory work, give date of inspection and comment on conditions found at the time of this inspection. None Noted. 4. COMMENTS See Attached Punchlist. 5. NAMES AND TITLES OF PERSONS PRESENT DURING INSPECTION Kyle Bennett (Garver); Jared Rabren (FYV); David Tag (ESS); Shawn Shrum (ESS) DATE 12/8/2023 TITLE Project Engineer SIGNATURE .' FAA Form 5100-17 (7-70) SUPERSEDES FAA FORM 1627 Page 1 of 1 co 0 > M M J 2i a_ C' s Q CN N IL O Q N a_ C O E� o 0-0 J U) D CM o75 J d W m O IN N CD �CD>I CD �(y) LL Co o� M� � U co o J � � U M O (0 � O O E O W >Q M 0- 6 > > (0 � � O rya- LL N cc N � Q m N � N -0 CD 92 N � J Q LL J OFA INSTALL NEW L-858(L) BASE MOUNTED GUIDANCE SIGN. (TYP.) - OFA - - ` io CORE DRILL EXISTING LIGHT BASE CAN FOR CONDUIT ENTRY. SEAL WATERTIGHT AFTER WEST TW B 4 CONDUIT INSTALLATION. (TYP.) S4 - 65.5' - - b'S�:I WEST TW I ZjO - - OFZ REINSTALL EXISTING STORED L-861T(L) TAXIWAY EDGE LIGHT ON NEW BASE IN PLACE OF EXISTING EDGE LIGHT. CONTRACTOR SHALL SURVEY LOCATION OF EXISTING LIGHT PRIOR TO INSTALLATION OF NEW LIGHT. C J �S(3 W W17 W W `io OFA V�30__= � II � II II � TAXIWAY 6 —_ LO----------- —®---- II S9 / S8 o OFZ M m Q r� �— II %—rWEST TW II RSA b'Sb RSA b'Sb RSA b'Sb II RSA b'Sb M II m II II II ZOO OFZ ZOO OFZ ZjO OFZ Z90= ---- _ =_- u WEST TW (2 TYP.) __- X � I M m W 19t 1 W-V C 20+00 INSTALL NEW 1 W-2"C 22+00 0 DIRECTIONAL BORE. (TYP. + OF CONDUIT UNDERNEATH Cl) w EXISTING PAVEMENT) Z_ J W 18 RW20 U RW 16-34 (2) S50 ,rZ Zed RSA / F /VVJ / / / / OFA INSTALL NEW 1 W-2"C TRENCH WITH NUMBER OF CABLES AS INDICATED BY HASH MARKS. (TYP.) INSTALL NEW L-861(L) BASE MOUNTED RUNWAY EDGE LIGHT. (TYP.) v v 23+00 24+00 25+00 26+00 RW22 - COUPLE CONDUIT IN AREA INDICATED. SPLICE CONDUCTORS IN NEAREST LIGHT BASE CAN. BOND COUNTERPOISE USING EXOTHERMIC WELDS. (TYP.) OFZ ZOO OFZ RSA INSTALL NEW CABLE IN EXISTING CONDUIT. vzI O vi O RSA ZOO b'Sb RW 16-34 (1) 0 25' 50' 100, 150' (IN FEET) GENERAL NOTES: 1. SEE SHEET EL-101 FOR GENERAL NOTES Water ponding where overexcavation completed for sod installation and where electrical trench has settled. Fill/grade to drain. Ilk PIZ 11 11 • 11 1 11 11"'1,"' c RUNWAY 16-34 -"iPZI OFZ RSA ZZIO b'Sb WARNING - FAA CABLE. DO NOT DAMAGE. vzI O OF` RSA ZjO II RW28 II RW 16-34 (1) jj S49 II II II II II II II II I I I I I I I I I I OFZ II ZjO II II II II II b'Sb RSIX vsj vzI O vj O C•� 'N •FARL • © 2020 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. GARVER •:�—�: =0: LLC iz y� No. 766 �. jA,RK NSAS LICENSED PROFESSIONAL ENGI R l l No. 7 1 _ Digitally Signed: 03/18/2022 CITY OF FAYETTEVILL"' ARKANSAS 7 Q L Z Q Q Z J_ z C Im Y Lu = Q aW W Lu �� Wow �Z LU �QLL_ _j ELECTRICAL INSTALLATION PLAN II JOB NO.- 21A13211 DATE- MARCH 2O22 DESIGNED BY: JLH DRAWN BY- JLH BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER EL-102 SHEET 52 NUMBER W 0 c� > M M J 2i N LL O Q � a_ C O co I— E� o 0-0 J U) o FL o75 J � W mo IN N CD �I o �M LL �M 0 M= � U co D a- J � � U M O (0 � O O E O W >Q M 0-6 > M � O rya- >_ LL N cc U N � Q m N � N N � J Q LL J N C) i J w w W Z w z_ J U L was ONO — O O + 0 Fill/grade low area in SW TW D radius. I --2------ ---4_C)F= —----=Z-i I8------ " I Q o I 0 ` rN " r >Q Water ponding where overexcavation completed for sod I >_ installation and where electrical trench has settled. Fill/grade to I X drain. WEST TW (2 TYP.) Q H W INSTALL N VN L-861(L) BASE MOUNTED RUNWAY RW 16.34 (1) EDGE LIGHT. (TYP.) o0 v S12co 1 32+00 33+00 34+00 35+00 36+00 INSTALL NEW 1 W-2"C DIRECTIONAL BORE. (Tit YP. OF CONDUIT UNDERNEATH LM EXISTING PAVEMENT) WNOVV RW32 RW34 S48 s 1 I OFZ ZOO OFZ ZjO " RzA VSb RSA RSA 0 S47— VVj FAA - VVj - FAA - VVj " I COUPLE CONDUIT IN AREA INDICATED. SPLICE I CONDUCTORS IN NEAREST LIGHT BASE CAN. BOND I COUNTERPOISE USING EXOTHERMIC WELDS. (TYP.) EAST TW I I I V OFA OFA I I I OFA ZOO RW 16-34 (1) Q Q RSA T9 FA t P:xi0,T1rnir, APRON HIII grade at drainage structures. -WF _--=(YFZ:_____ REINSTALL EXISTING STORED L-861T(L) TAXIWAY EDGE LIGHT ON NEW BASE IN PLACE OF EXISTING EDGE LIGHT. CONTRACTORS Al I SURVEY LOCATION OF EXISTI Finish handwork to fill against LIGHT PRIOR TO INSTALLATIO pavement edge where not completed f co N I N I + N � EAST TW I OF V=10 c� C x --- -- ------ RSA west runway edge north o TW D INSTALL NEW 1 W-2"C NEW LIGHT. TRENCH WITH NUMBER OF CABLES AS INDICATED BY HASH MARKS. (TYP.) S13 -wow KVVIJD 38+00 39+00 1 N40+00 &A RUNWAY 16-34 OFA I f S46 RW36 ZjO VSb MATCHLINE SHEET EL-107 VjO OFZ RSA ZOO - RW 16-34 (2) OFZ 4 M\ x n C x CG FAA WARNING - FAA CABLE. DO NOT DAMAGE. OFA VSb - 42+00 WARNING: EXISTING COMMUNICATIONS CABLE. CONTRACTOR SHALL LOCATE AND PROTECT. HAND EXCAVATE IN AREA OF CABLE FOR INSTALLATION OF TRENCH. VSb 0 i J w w W Z U) w z_ J U L 0 25' 50' 100, 150' (IN FEET) GENERAL NOTES: 1. SEE SHEET EL-101 FOR GENERAL NOTES 0 • • • © 2020 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. W:� GARVER •:�� =0: LLC :z-No. 766 op 0 AR K SAS LICENSED PROFESSIONAL ENGI� R n V No. 71 _ Digitally Signed: 03/18/2022 m CITY OF FAYETTEVILL"' ARKANSAS 7 L 0 z Q Q z J_ z 2m Y Q W = aW W LU �z W ow Y�I- �LU z2 C) r J ELECTRICAL INSTALLATION PLAN III JOB NO.: 21 A13211 DATE- MARCH 2O22 DESIGNED BY: JLH DRAWN BY: JLH BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER EL-103 SHEET 53 NUMBER 0 0 N > CB J 2i a_ � CN Q N IL o p N a co I— E� o J U) o o75 J d W m O IN N O �I o �(y) LL �M 0 � U IM co o D a- J � � U � o o �E 0w >Q >, ca � � o >_ LL � ca N � Q m N � N � O N � J Q =Cc J OFA ` =10 ----------� RSA EXISTING APRON OFA ----------� b'Sb RSA j CORE DRILL EXISTING LIGHT BASE CAN FOR Ile/j CONDUIT ENTRY. SEAL WATERTIGHT AFTER 0 - _ CONDUIT INSTALLATION. S1 (TYP.) in I c�1 • , `d�0 1 `d�0 FA — — OFA `d�0 C MOUNTED GUIDANCE SIGN. ALIGN SIGN WITH PT WHERE o--— ' INDICATED. (TYP.) ++ M ----------a--E]---- "I T_ II � ° TAXIWAY B II r II I I S21------- II II v \ II \ If MAI b'Sb RSA b�Sb II RSA B S 17it " II I II 1 WEST TW II II II Z=10 OFZ Z=10 OFZ Z=10 Z=10 OFZ -I Finish handwork to fill against --= COUPLE CONDUIT IN AREA INDICATED. pavement edge where not completed west runway edge north of TW D SPLICE CONDUCTORS IN NEAREST LIGHT BASE CAN. BOND COUNTERPOISE USING r INSTALL NEW 1 W-2"C EXOTHERMIC WELDS. (TYP.) TRENCH WITH NUMBER OF Fix settlement at junction box. CABLES AS INDICATED BY INSTALL NEW L-867D CONCRETE ENCASED " C� HASH MARKS. (TYP.) JUNCTION STRUCTURE. ROUTE C) CONDUCTORS FROM EXISTING DUCT • RW 16-34 (1) UCTURE TO J Wo�ni3n UJ W 43+00 U) w z_ J RW40 U CQ CUX- G OFA ZJO a 44+00 45+00 46+00 F — 48+00 — ll ; INSTALL NEW 2W-2"C DIRECTIONAL BORE. BORE SHALL EXTEND BETWEEN JUNCTION CANS. RW42 7 RW44 7RVV 16-34 (1) INSTALL NEW L-861(L) CUX BASE MOUNTED RUNWAY EDGE LIGHT. (TYP.) b'Sb VJO OFZ RSA Z=10 b'Sb OFZ Z=10 49+00 50+00 RW 16-34 (2) RW�D RW 16-34 (2) OFZ __,0 IN TALL NEW L-8 (L) — — .. B E MOUNTED I G DANCE SIGN. o I V � r T_ • T_ II 0 RSA — I II " WEST TW QI OFZ — Z=10 OFZ n. II t— I It I II I It WEST TW (2 TYP.) \ U \ C` o RW 16-34 (1) r o V + M S19 1 W-2" RW47 5 (+ 52+00 53+00 co — INSTALL NEW 1W-2"C DIRECTIONAL BORE. (TYP. OF CONDUIT UNDERNEATH RUNWAY 16-34 EXISTING PAVEMENT) S41 40 S43 S42 \/� OCD V co / \\ WEST TW (2) I Q I EAST TW I I EAST TW (2 TYP.) X br 0 o FZ M JFZ \ I N RSA b'Sb RSA b'Sb U AA VV J �AAAA FAA yyJ AAA WARNING - FAA CABLE. DO NOT DAMAGE. Q LL I �I VJO OFA V_� INSTALL NEW L-858(L) BASE MOUNTED GUIDANCE SIGN. ALIGN SIGN WITH PT WHERE INDICATED. (TYP.) 12 D MATCHLINE SHEET EL-108 RW48 RW 16-34 (1) Z=10 - RSA b'Sb �4 I — --- ■ o II ■ + II ■ I + II ■ I d II ■ I N PT TAXIWAY A ■ I II II ■ I �� o — ■ I N ` ■ I I� S40 OITA `d�0 ■ ■■■■■ II ■ I 4" UCT II II �� II 20' EAST TW rr� S57 I II I I II I I II I I �► u UJ W 54+00 U) w z_ J Z U 1— C� G OFZ VJO 0 25' 50' 100, 150' (IN FEET) GENERAL NOTES: 1. SEE SHEET EL-101 FOR GENERAL NOTES Standing water noted at this location. Testing for potential water leak discussed (by City). © 2020 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. ``CF GARVER •:�� =0: LLC :zE �y• No. 766•�� k. 10'�A,RK NSAS LICENSED PROFESSIONAL ENGI R n * V I ! No. 71 - Digitally Signed: 03/18/2022 N H N Q o co w 0' CITY OF FAYETTEVILL"' ARKANSAS 7 Q L z Q Q z J_ U) C CO Y LU = Q aW W LU �� Wow �z LU C)QLL �� ELECTRICAL INSTALLATION PLAN IV JOB NO.- 21A13211 DATE- MARCH 2O22 DESIGNED BY: JLH DRAWN BY- JLH BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER EL-104 SHEET 54 NUMBER 0 0 N > J ri co N IL 00 ,a m� Eo J U) 70 o75 J � w mo IN N O �CD>I CD LL V) 0)o o� �a cm co C: _D J -0 � U � O E U ow >Q >, (0 � � o rya- >_ LL N cc N � m Q m N � N � O N � J Q LL J // // #� EXISTING // A nee // WEST TW _ _ » " ■ // __ "_ __ ■ "» // RSA 055+400 Z=10 b'Sb OFZ `dSb APRON II d=10 II OFA ` =10 II II ----- \-fWEST TW N — S22 RSA `dSb RSA \ CORE DRILL EXISTING LIGHT BASE CAN FOR CONDUIT ENTRY. SEAL WATERTIGHT AFTER h) ZiC Z. CONDUIT INSTALLATION. COUPLE CONDUIT IN AREA INDICATED. SPLICE CONDUCTORS IN NEAREST LIGHT BASE CAN. BOND COUNTERPOISE USING EXOTHERMIC WELDS. (TYP INSTALL NEW 1 W-2"C TRENCH WITH NUMBER OF CABLES AS INDICATED BY HASH MARKS. (TYP.) 56+00 OFZ 57+00 Z=10 RSA - EAST TW �b — — — — — — — — — — — — — — — — — — vzI O OFA Ap 0 058+4006ii 5/.00 INSTALL NEW 1 W-2"C DIRECTIONAL BORE. (TYP. OF CONDUIT UNDERNEATH EXISTING PAVEMENT) wn RW54 S37 Li N INSTALL NEW 1 W-2"C CONCRETE ENCASED CONDUIT. (TYP. OF CONDUIT UNDERNEATH PAVEMENT) 1 O . o 3+00 +—A O N N EAST TW (2) OFZ Zak Z a m RSA S38 :,—, S39 • — — — — — — — — — »— vzI O vzI O ZjO 11 WEST TW (2 TYP.) II I INSTALL NEW L-858(L) II BASE MOUNTED II GUIDANCE SIGN. (TYP.) 1 II II II II LT N Am A A S24 A TV55 61+00 62+00 RW 16-34 (2) WEST TW RUNWAY 16-34 ` =10 OFZ ZjO INSTALL NEW L-861(L) BASE MOUNTED RUNWAY EDGE LIGHT. (TYP.) RW 16-34 (1) 63+00 r�VVJU " ?"C S36 N \�\ RW58 A 00 S35 \\NRW 16-34 (1) + A N » \A A I Q I \A c) >— I A Q I A C \A X i A Q I IL :1A I \A N» Z�0 OFZ `�\ ZjO OFZ ZjO \ 0 N \ \\\ \ A G) RW60 0 ` =10 OFZ 65+00 b'Sb OFZ _===_= ®--SN ====_=== EAST TW=-���--------=B - -- --a----E�-----------— — — — — — — — --------------- -- O CD c � — 65.5' u, N TAXIWAY A 11 - 11 —� —--� -N-------- — 11--------- 933 , 11 C7 S34 C4 111 EAST TW 11 11 `d — OFA `di0 OFA ` zIO CORE DRILL EXISTING LIGHT BASE CAN FOR CONDUIT ENTRY. SEAL WATERTIGHT AFTER CONDUIT INSTALLATION. MATCHLINE SHEET EL-109 i vzI O 0 i J w ui W U) w z J Z U I- 0 25' 50' 100, 150' (IN FEET) GENERAL NOTES: 1. SEE SHEET EL-101 FOR GENERAL NOTES ►/ w A FAIR © 2020 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. CF GARVER •:�� =0: LLC :zm y% No. 766 •.....•�;�� jpOWS10'ARK NSAS LICENSED PROFESSIONAL ENGI R l l No. 7 1 _ Digitally Signed: 03/18/2022 z z 0 0 0� u- U w U L H ww C/) z -0 U CN w N Q 0 co w 0' CITY OF FAYETTEVILL"' ARKANSAS 7 00 Q I— z J_ z 2 m Y o Q W = Qw W Lu �� �z LLILL �W LU �QLL rJ ELECTRICAL INSTALLATION PLAN V JOB NO.- 21A13211 DATE: MARCH 2O22 DESIGNED BY: JLH DRAWN BY- JLH BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER EL-105 SHEET 55 NUMBER 0 c� > N > J 2i a_ a N IL 0 0 N a- C O co 1.-- E> c/) 0 ILI J LO C) i J w I— w W U) w z_ J Z U I— C G OFA ` =10 — — — — — — — — «------ L:. TAXIWAY B 4� --------� --- no RSA vs :] - - OFZ Backfill trench where settled over storm drain. Remove rebar. And backfill adjacent to box where -4 Z� settled. 0 WE T TW I IT-- Q INSTALL NEVI' 1 W-2"C 1 DIRECTIONAL BOtETYP. X OF CONDUIT UNDEATH / Q INSTALL NEW L-861(L) EXISTING PAV NT)BASE MOUNTED RUNWAY _EDGE LIGHT. (TYP.) OFA ` =10 b'Sb I I i OFZ I I WEST TW I 1 1 ® I INSTALL NEW L-861 E(L) 1 RUNWAY THRESHOLD LIGHT IN BLAST PAD 1 W-2"C �RW66 G RW67 / RW68 67+00 68+00 69+00 %CD0+00 1 o� `. N O INSTALL NEW 1 W-2"C « T� II RW 16-34 1 TRENCH WITH NUMBER OF II CABLES AS INDICATED BY II HASH MARKS. (TYP.) II « II II t II INSTALL NEW L-858(L) 11 BASE MOUNTED �I GUIDANCE SIGN. (TYP.) J5 7D I II EAST TW (1) II INSTALL STORED �� ZOO GUIDANCE SIGN ON NEW O FZ II BASE WITH NEW PANELS. �.. " II T II NII 11 EAST TW "'f--- TAXIWAY A —ea— OFA -)31 3 N36 ++ —r�11C 0 0 N N J Aiz I\ _ — RSA d L r, � N EAST TW (2) VZ10 RSA PAVEMENT. (TYP.) LL Extend blast pad markings to within 5 ft of pavement edge. R�6-34 INSTALL NEW P-153 CONTROLLED LOW STRENGTH MATERIAL ENCASED 1 W-2"C TRENCH. (TYP. IN BLAST PAD PAVEMENT.) INSTALL EXISTING STORED L-861 T(L) TAXIWAY EDGE LIGHT ON NEW BASE. (TYP.) AST TW (2) R"-34 (1) Fill adjacent to these light cans where significantly low. Leave enough room for millings in the top 1 to 2". (1) ` =10 `dSb INSTALL NEW L-867D CONCRETE ENCASED JUNCTION STRUCTURE. JUNCTION STRUCTURE IS LOCATED 25' FROM PAVEMENT EDGE. (TYP.) VQQI ,SA INSTALL NEW 2W-2"C DIRECTIONAL BORE. BORE SHALL EXTEND BETWEEN JUNCTION CANS. EAST TW (1) COUPLE CONDUIT IN AREA INDICATED. SPLICE CONDUCTORS IN NEAREST LIGHT BASE CAN. BOND COUNTERPOISE USING EXOTHERMIC WELDS. (TYP.) OFA — `dJ0 — RSA OFA `dSb ` =10 b'Sb VJ O RSA RSA ` =10 b'Sb ----------------- b'Sb VJ RSA 0 25' 50' 100, 150' (IN FEET) GENERAL NOTES: 1. SEE SHEET EL-101 FOR GENERAL NOTES © 2020 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. a�o�"•� of ac%,y�% ;••GARVER ••� LLC -v :••No. 766 I•�� 0A,RK NSAS � LICENSED PROFESSIONAL EN�GI R n V. I ! No. 7 1 _ Digitally Signed: 03/18/2022 m W N Q 0 C'7 W Q' Le CITY OF FAYETTEVILL"' ARKANSAS 7 0 L z� QQ Q z J v) LU CO G Y W = Q aw W LU Wow <z YI- 3: — LU �QLL �J ELECTRICAL INSTALLATION PLAN VI JOB NO.- 21A13211 DATE- MARCH 2O22 DESIGNED BY: JLH DRAWN BY- JLH BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER EL-106 SHEET 5 6 NUMBER Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: P-401 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Asphalt (Surface) Date Test Name Testing Method (ASTM No.) Location Test Result Required Acceptance Level Pass/ Fail Retest ( ) AIP Eligible Remarks (Action taken on Failed Tests) CONTROL STRIP (Accepted) 6/22/2022 Air Voids ASTM D 3203 Taxiway B South Lot Ave = 3.8 2.5 to 4.5 P Yes Mat Density ASTM D 2726 Taxiway B South Lot Ave = 94.5 >_ 94.5 P Yes Joint Density ASTM D 2726 Taxiway B South Lot Ave = 92.7 >_ 92.5 P Yes VMA Calculation Taxiway B South Lot Ave = 15.2 >_ 15.2 P Yes Gradation ASTM D 5444 Taxiway B South Per Sieve Action Limits P Yes AC Content ASTM D 6307 Taxiway B South Lot Ave = 5.2 4.95 to 5.85 P Yes LOT 1 (Accepted / No Pay Adjustment) 7/28/2022 Air Voids ASTM D 3203 Runway 16-34 Lot Ave = 4.0 PWL = 100 PWL >_ 90 P Yes Mat Density ASTM D 2726 Runway 16-34 Lot Ave = 4.0 PWL = 100 PWL >_ 90 P Yes Joint Density ASTM D 2726 Runway 16-34 N/A PWL >_ 90 - - No joints within Lot 1 Thickness Runway 16-34 Lot Ave = 2.5 >_ 2.5 P Yes CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 1 of 8 Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: P-401 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Asphalt (Surface) Date Test Name Testing Method (ASTM No.) Location Test Result Required Acceptance Level Pass/ Fail Retest (-1) AIP Eligible (J) Remarks (Action taken on Failed Tests) LOT 2 (Accepted / No Pay Adjustment) 8/1/2022 Air Voids ASTM D 3203 Runway 16-34 Lot Ave = 4.0 PWL = 100 PWL >_ 90 P Yes Mat Density ASTM D 2726 Runway 16-34 Lot Ave = 96.4 PWL = 100 PWL >_ 90 P Yes Joint Density ASTM D 2726 Runway 16-34 Lot Ave = 93.7 PWL = 100 PWL >_ 90 P Yes Thickness Runway 16-34 Lot Ave = 2.5 >_ 2.5 P Yes LOT 3 (Accepted / No Pay Adjustment) 8/2/2022 Air Voids ASTM D 3203 Runway 16-34 Lot Ave = 4.1 PWL = 100 PWL >_ 90 P Yes Mat Density ASTM D 2726 Runway 16-34 Lot Ave = 97.2 PWL = 100 PWL >_ 90 P Yes Joint Density ASTM D 2726 Runway 16-34 Lot Ave = 93.9 PWL = 100 PWL >_ 90 P Yes Thickness Runway 16-34 Lot Ave = 2.5 >_ 2.5 P Yes CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 2 of 8 Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: P-401 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Asphalt (Surface) Date Test Name Testing Method (ASTM No.) Location Test Result Required Acceptance Level Pass/ Fail Retest ( ) AIP Eligible Remarks (Action taken on Failed Tests) LOT 4 (Accepted / No Pay Adjustment) 8/3/2022 Air Voids ASTM D 3203 Runway 16-34 Lot Ave = 4.1 PWL = 100 PWL >_ 90 P Yes Mat Density ASTM D 2726 Runway 16-34 Lot Ave = 96.4 PWL = 100 PWL >_ 90 P Yes Joint Density ASTM D 2726 Runway 16-34 Lot Ave = 94.3 PWL = 100 PWL >_ 90 P Yes Thickness Runway 16-34 Lot Ave = 2.5 >_ 2.5 P Yes LOT 5 (Accepted / No Pay Adjustment) 8/5/2022 Air Voids ASTM D 3203 Taxiway Connectors Lot Ave = 4.1 PWL = 100 PWL >_ 90 P Yes Mat Density ASTM D 2726 Taxiway Connectors Lot Ave = 95.7 PWL = 100 PWL >_ 90 P Yes Joint Density ASTM D 2726 Taxiway Connectors N/A PWL >_ 90 - - No joints in Lot 5 Thickness Taxiway Connectors Lot Ave = 2.6 >_ 2.5 P Yes CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 3 of 8 Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: P-401 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Asphalt (Leveling) Date Test Name Testing Method (ASTM No.) Location Test Result Required Acceptance Level Pass/ Fail Retest ( ) AIP Eligible Remarks (Action taken on Failed Tests) LOT 1 (Accepted / No Pay Adjustment) 7/26/2022 Air Voids ASTM D 3203 Runway 16-34 Lot Ave = 4.0 PWL = 100 PWL >_ 90 P Yes Mat Density ASTM D 2726 Runway 16-34 - - - - Not Required for Leveling Joint Density ASTM D 2726 Runway 16-34 - - - - Not Required for Leveling Thickness Runway 16-34 - - - - Not Required for Leveling CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 4 of 8 Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: P-403 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Asphalt (Base) Date Test Name Testing Method (ASTM No.) Location Test Result Required Acceptance Level Pass/ Fail Retest ( ) AIP Eligible Remarks (Action taken on Failed Tests) LOT 1 (Accepted / No Pay Adjustment) 8/6/2022 Air Voids ASTM D 3203 Taxiway E (Ex.) Lot Ave = 4.0 2 >_ AV >_ 5 P Yes Mat Density ASTM D 2726 Taxiway E (Ex.) Lot Ave = 97.2 >_ 94.5 P Yes Joint Density ASTM D 2726 Taxiway E (Ex.) - >_ 92.0 - Yes No joints at Taxiway E(Ex.) Thickness Taxiway E (Ex.) Lot Ave = 3.6 >_ 3.5 P Yes CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 5 of 8 Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: P-209 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Aggregate Base Date Test Name Testing Method (ASTM No.) Location Test Result Required Acceptance Level Pass/ Fail Retest ( ) AIP Eligible Remarks (Action taken on Failed Tests) 7/25/2022 Density ASTM D 1557 18" RCP Crossing STA 66+00 FBG 104.6% >_ 100% P Yes Density ASTM D 1557 18" RCP Crossing STA 61+45 FBG 100.9% >_ 100% P Yes 8/2/2022 Density ASTM D 1557 Taxiway E (Ex.) 101.1% >_ 100% P Yes Density ASTM D 1557 Taxiway E (Ex.) 101.7% >_ 100% P Yes Density ASTM D 1557 Taxiway E (Ex.) 101.9% >_ 100% P Yes CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 6 of 8 Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: D-701 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Trench Backfill Date Test Name Testing Method (ASTM No.) Location Test Result Required Acceptance Level Pass/ Fail Retest ( ) AIP Eligible Remarks (Action taken on Failed Tests) 7/25/2022 Density ASTM D 1557 18" RCP Crossing STA 66+00 18" BFBG 98 0% >_ 95% P Yes Aggregate used as backfill Density ASTM D 1557 18" RCP Crossing STA 61+45 FBG 18" BFBG 97.1 % >_ 95% P Yes Aggregate used as backfill CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 7 of 8 Construction Materials Testing Results Form Project: FYV Runway Pavement and Lighting Rehabilitation AIP No: 3-05-0020-050-2021 Specification Number: P-610 Testing Firm: McClelland Consulting Engineers Engineer: Garver Report Type: Concrete Date Test Name Testing Method Location Test Required Pass/ Retest AIP Remarks (ASTM No.) Result Acceptance ( ) Eligible (Action taken on Failed Level Fail (11) Tests) (psi) 5/16/2022 Compressive ASTM C31/C39 Precast Sign Bases 5,910 >_ 4,000 P Yes Slump and Air Within Spec Stren th Day 1 Production 5/17/2022 Compressive ASTM C31/C39 Precast Sign Bases 6,700 >_ 4,000 P Yes Slump and Air Within Spec Strength Day 2 Production 5/18/2022 Compressive ASTM C31/C39 Precast Sign Bases 6,620 >_ 4,000 P Yes Slump and Air Within Spec Strength Day 3 Production 5/19/2022 Compressive ASTM C31/C39 Precast Sign Bases 7,130 >_ 4,000 P Yes Slump and Air Within Spec Strength Day 4 Production 5/20/2022 Compressive ASTM C31/C39 Precast Sign Bases 6,590 >_ 4,000 P Yes Slump and Air Within Spec Strength Day 5 Production 6/7/2022 Compressive Strength ASTM C31/C39 Vault Foundation 6,450 >_ 4,000 P Yes Slump and Air Within Spec 9/27/2022 Compressive Strength ASTM C31/C39 Generator Pad 8,190 >_ 4,000 P Yes Slump and Air Within Spec 10/5/2022 Compressive Strength ASTM C31/C39 Vault Sidewalk 6,290 >_ 4,000 P Yes Slump and Air Within Spec CERTIFICATION: The above listed testing was completed in accordance with the Construction Materials Acceptance Sampling and Testing Plan and the applicable sections of the Technical Specifications. Construction Observer Page 8 of 8 McCLELLAND MEECONSULTING ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 71703 Office (479) 4432377 CUP Lab Number 914810 mce.us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 58.97 Test Results Date: 6/22/2022 Lot / Sublot: Control Strip / 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Tons To Date at Sample: 58.97 JMF Tolerances AC Content (Pb) % 5.2 5.4 4.95 - 5.85 Air Voids (Va) % 3.8 3.5 2-5 VMA % 15.3 15.7 Minimum 15 SPGR (Max GMM) 2.443 2.430 Average Gmb 2.349 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.8 1201.8 1199.7 Weight in Air, SSD 1206.8 1207.7 1204.9 Weight in Water 695.7 695.4 695.1 Water Displacement 511.1 512.3 509.8 Theo Specific Gravity 2.443 2.443 2.443 Bulk Specific Gravity 2.349 2.346 2.353 Change in Spec Gravity 0.094 0.097 0.090 Voids, Percent 3.84 3.98 3.68 THEORETICAL SPECIFIC GRAVITY Wt. of Sample (Air) 2215.7 Wt. of Sample (Sub) 1308.8 Gmm 2.443 TESTED BY: IF Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Tolerances 3/4" (19mm) 100 100 100-100 1/2" (12.5mm) 97 98 92 - 100 3/8" (9.5mm) 90 87 81 - 93 #4 (4.75mm) 66 62 56 - 68 #8 (2.36mm) 42 40 1 38 - 60 #16 (1.18mm) 29 28 26 - 48 #30 (.6mm) 20 18 18 - 38 #50 (.3mm) 13 11 8 - 14 #100 (.15mm) 8 8 6 - 18 #200 (75pm) 6.3 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND MEECONSULTING ENGINEERS, INC. ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 118.13 Test Results 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com Date: 6/22/2022 Lot / Sublot: Control Strip / 2 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Tons To Date at Sample: 118.13 JMF Tolerances AC Content (Pb) % 5.1 5.4 4.95 - 5.85 Air Voids (Va) % 3.9 3.5 2-5 VMA % 15.1 15.7 Minimum 15 SPGR (Max GMM) 2.448 2.43 Average Gmb 2.353 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1192.4 1208 1199.6 Weight in Air, SSD 1198.6 1213.6 1206.8 Weight in Water 691.4 701.1 696.4 Water Displacement 507.2 512.5 510.4 Theo Specific Gravity 2.448 2.448 2.448 Bulk Specific Gravity 2.351 2.357 2.350 Change in Spec Gravity 0.097 0.091 0.098 Voids, Percent 3.96 3.71 3.99 Theoretical Specific Gravity Wt. of Sample (Air) 2202.2 Wt. of Sample (Sub) 1302.6 Gmm 2.448 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Tolerances 3/4" (19mm) - 100 100 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 38 - 60 #16 (1.18mm) - 28 26 - 48 #30 (.6mm) - 18 18 - 38 #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 6-18 #200 (75pm) - 5.7 3.7 - 7.7 Contractor did not run a gradation on this sample. APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND MEECONSULTING ENGINEERS, INC. ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 177.32 Test Results 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com Date: 6/22/2022 Lot / Sublot: Control Strip / 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Tons To Date at Sample: 177.32 JMF Tolerances AC Content (Pb) % 5.2 5.4 4.95 - 5.85 Air Voids (Va) % 4.1 3.5 2-5 VMA % 15.1 15.7 Minimum 15 SPGR (Max GMM) 2.452 2.43 Average Gmb 2.351 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1197.7 1199.7 1197.2 Weight in Air, SSD 1202.4 1205.4 1203.1 Weight in Water 692.7 695.2 694.1 Water Displacement 509.7 510.2 509 Theo Specific Gravity 2.452 2.452 2.452 Bulk Specific Gravity 2.350 2.351 2.352 Change in Spec Gravity 0.103 0.101 0.100 Voids, Percent 4.18 4.12 4.09 Theoretical Specific Gravity Wt. of Sample (Air) 2199.6 Wt. of Sample (Sub) 1302.7 Gmm 2.452 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Tolerances 3/4" (19mm) 100 100 100-100 1/2" (12.5mm) 96 98 92 - 100 3/8" (9.5mm) 84 87 81 - 93 #4 (4.75mm) 56 62 56 - 68 #8 (2.36mm) 35 40 38 - 60 #16 (1.18mm) 25 28 26 - 48 #30 (.6mm) 18 18 18 - 38 #50 (.3mm) 11 11 8 - 14 #100 (.15mm) 7 8 6-18 #200 (75pm) 5.5 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND CONSULTING ENGINEERS, INC. CTTP Lab No. 914810 1580 East Stearns Street Fayetteville, AR 72703 479.443.2377/Fax 479.443.9241 MCEMS.Com ASPHALT FIELD CORE DATA Producer: Hutchens Construction Date: 6/24/2022 Plant Name: Sonora Lot / Sublot: Control Strip Project #: 22-3319 Surface Design #: P-401 (75 Blow) Project Name: FYV Runway Rehab Binder Design #: N/A MAT CORE DATA M-1-3 SAMPLE ID M-1-1 M-1-2 DRY WEIGHT 3052.8 2751.0 2650.2 SUBMERGED WEIGHT 1748.2 1566.8 1505.4 SSD WEIGHT 3058.1 2757.3 2660.4 AVERAGE SUBLOT Gmm 2.443 2.448 2.452 RESULTS BULK SPECIFIC GRAVITY 2.331 2.311 2.295 2.312 DENSITY (Ibs/ft3) 145.4 144.2 143.2 144.3 COMPACTION (%) 95.4% 94.4% 93.6% 94.5% ABSORPTION (%) 0.4% 0.5% 0.9% 0.6% AVERGAGE THICKNESS 3.255 2.998 2.875 3.043 JOINT CORE DATA SAMPLE ID J-1-1 J-1-2 J-1-3 DRY WEIGHT 2381.6 2480.7 2519.7 SUBMERGED WEIGHT 1349.4 1389.9 1423.5 SSD WEIGHT 2393.4 2496.6 2531.7 AVERAGE AVG. LOT Gmm 2.443 2.443 2.443 RESULTS BULK SPECIFIC GRAVITY 2.281 2.242 2.274 2.265 DENSITY (Ibs/ft3) 142.3 139.9 141.9 141.4 COMPACTION (%) 93.4% 91.8% 93.1% 92.7% ABSORPTION (%) 1.1 % 1.4% 1.1 % 1.2% AVERGAGE THICKNESS 2.625 2.675 2.690 2.663 FIELD CORE LOCATIONS M-1-1 Control Strip Lane 1 (58.97 Tons) M-1-2 Control Strip Lane 2 (118.13 Tons) M-1-3 Control Strip Lane 4 (177.32 Tons) J-1-1 Control Strip Centerline Joint (36 feet from south end) J-1-2 Control Strip Centerline Joint (152 feet from south end) J-1-3 Control Strip Centerline Joint (293 feet from south end) TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor APPROVED BY: Dustin Lawrence Laboratory Manager REFMcCLELLAND 1580 East Stearns Street Fayetteville, Arkansas 72703 CONSULTING Office (479) 443,2377 ENGINEERS, INC. CTTP Lab Number 914810 mce.us co ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 365.5 Test Date: 7/28/2022 Lot / Sublot: 1 / 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances AC Content (Pb) % 5.5 5.4 4.95 - 5.85 Air Voids (Va) % 4.1 3.5 2-5 VMA % 15.5 15.7 14.5 Minimum SPGR (Max GMM) 2.456 2.430 Average Gmb 2.356 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1197.4 1198.3 1195.5 Weight in Air, SSD 1198.5 1199.5 1197.9 Weight in Water 690.2 691.8 689.5 Water Displacement 508.3 507.7 508.4 Theo Specific Gravity 2.456 2.456 2.456 Bulk Specific Gravity 2.356 2.360 2.351 Change in Spec Gravity 0.100 0.095 0.104 Voids, Percent 4.07 3.89 4.24 THEORETICAL SPECIFIC GRAVITY Wt. of Sample (Air) 2207.7 Wt. of Sample (Sub) 1308.7 Gmm 2.456 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 97 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 (4.75mm) 58 62 56 - 68 #8 (2.36mm) 37 40 N/A #16 (1.18mm) 29 28 23 - 33 #30 (.6mm) 17 18 N/A #50 (.3mm) 12 11 8 - 14 #100 (.15mm) 8 8 N/A #200 (75pm) 6.7 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND NEFCONSULTING ENGINEERS, INC. ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Date: 7/28/2022 Lot / Sublot: 1 / 2 Surface Design #: P-401 (75 Blow) Binder Design #: N/A 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443.2377 CTTP Lab Number: 914810 mce us corn Tons Today at Sample: 572 Test Results JMF Tolerances AC Content (Pb) % 5.3 5.4 4.95 - 5.85 Air Voids (Va) % 4.2 3.5 2-5 VMA % 15.2 15.7 14.5 Minimum SPGR (Max GMM) 2.456 2.430 Average Gmb 2.353 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1195.1 1195.9 1197.1 Weight in Air, SSD 1196.5 1197.1 1198.6 Weight in Water 689.6 688.7 688.8 Water Displacement 506.9 508.4 509.8 Theo Specific Gravity 2.456 2.456 2.456 Bulk Specific Gravity 2.358 2.352 2.348 Change in Spec Gravity 0.098 0.104 0.108 Voids, Percent 4.00 1 4.22 1 4.38 Theoretical Specific Gravity Wt. of Sample (Air) 2201.4 Wt. of Sample (Sub) 1305 Gmm 2.456 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND NEFCONSULTING ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443.2377 CTTP Lab Number: 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 1456 Date: 7/28/2022 Lot / Sublot: 1 / 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.1 3.5 2-5 15.2 15.7 14.5 Minimum 2.458 2.430 2.358 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1196.2 1200.5 1200.0 Weight in Air, SSD 1197.7 1201.7 1201.6 Weight in Water 689.3 693.5 692.9 Water Displacement 508.4 508.2 508.7 Theo Specific Gravity 2.458 2.458 2.458 Bulk Specific Gravity 2.353 2.362 2.359 Change in Spec Gravity 0.106 0.096 0.099 Voids, Percent 4.29 1 3.91 4.04 Theoretical Specific Gravity Wt. of Sample (Air) 2205.9 Wt. of Sample (Sub) 1308.6 Gmm 2.458 TESTED BY: PF JR) , Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 98 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 (4.75mm) 59 62 56 - 68 #8 (2.36mm) 37 40 N/A #16 (1.18mm) 30 28 23 - 33 #30 (.6mm) 17 18 N/A #50 (.3mm) 12 11 8 - 14 #100 (.15mm) 9 8 N/A #200 (75pm) 6.3 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND MEFCONSULTING ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443.2377 CUP Lab Number: 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 1681 Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb Date: 7/28/2022 Lot / Sublot: 1 / 4 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.3 5.4 4.95-5.85 3.7 3.5 2-5 14.9 15.7 14.5 Minimum 2.453 2.430 2.362 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1197.8 1198.6 1200.8 Weight in Air, SSD 1198.7 1200.2 1202.5 Weight in Water 695.4 690.9 692.4 Water Displacement 503.3 509.3 510.1 Theo Specific Gravity 2.453 2.453 2.453 Bulk Specific Gravity 2.380 2.353 2.354 Change in Spec Gravity 0.073 0.100 0.099 Voids, Percent 2.98 1 4.06 1 4.03 Theoretical Specific Gravity Wt. of Sample (Air) 2204.2 Wt. of Sample (Sub) 1305.6 Gmm 2.453 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND NEFCONSULTING ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443.2377 CTTP Lab Number: 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 2100 Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb Date: 7/28/2022 Lot / Sublot: 1 / 5 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.1 3.5 2-5 15.2 15.7 14.5 Minimum 2.457 2.430 2.355 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1199.0 1201.0 1204.2 Weight in Air, SSD 1200.0 1202.3 1205.2 Weight in Water 690.2 691.8 695.3 Water Displacement 509.8 510.5 509.9 Theo Specific Gravity 2.457 2.457 2.457 Bulk Specific Gravity 2.352 2.353 2.362 Change in Spec Gravity 0.105 0.105 0.096 Voids, Percent 4.29 1 4.26 1 3.89 Theoretical Specific Gravity Wt. of Sample (Air) 2210.8 Wt. of Sample (Sub) 1311.1 Gmm 2.457 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLELLAND East Stearns Street NEE,ONSULTING ttev rkansas 72703 Fayetteville, (479) 443 23777 ENGINEERS, INC. cTTP Lab Number us914810 corn mce.us-co ASPHALT FIELD CORE DATA Producer: Hutchens Construction Plant Name: Sonora Project #: 22-3319 Project Name: FYV Runway Rehab Date: 7/30/2022 Lot: 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A MAT CORE DATA SAMPLE ID M 1-1 M 1-2 M 1-3 M 1-4 M 1-5 DRY WEIGHT 2707.8 2397.8 2661.4 2569.2 2266.4 SUBMERGED WEIGHT 1576.2 1391.3 1534.2 1493.0 1316.8 SSD WEIGHT 2712.2 2406.1 2668.2 2572.4 2270.5 AVERAGE SUBLOT Gmm 2.456 2.456 2.458 2.453 2.457 RESULTS BULK SPECIFIC GRAVITY 2.384 2.363 2.347 2.380 2.376 2.370 DENSITY (Ibs/ft3) 148.7 147.4 146.4 148.5 148.3 147.9 COMPACTION (%) 97.1 % 96.2% 95.5% 97.0% 96.7% 96.5% ABSORPTION (%) 0.4% 0.8% 0.6% 0.3% 0.4% 0.5% AVERGAGE THICKNESS 2.525 2.507 2.674 2.510 2.502 2.544 JOINT CORE DATA SAMPLE ID DRY WEIGHT SUBMERGED WEIGHT SSD WEIGHT AVERAGE AVG. LOT Gmm RESULTS BULK SPECIFIC GRAVITY DENSITY (Ibs/ft3) COMPACTION (%) ABSORPTION (%) AVERGAGE THICKNESS FIELD CORE LOCATIONS M 1-1 Station 14+00 ; 34' Right M 1-2 Station 21 +52 ; 44' Right M 1-3 Station 48+38 ; 43' Right M 1-4 Station 49+74 ; 29' Right M 1-5 Station 63+36 ; 40 Right TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING nmummmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 nice us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 234 Test Results Date: 8/1 /2022 Lot / Sublot: 2 / 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.4 5.4 4.95 - 5.85 Air Voids (Va) % 4.1 3.5 2-5 VMA % 15.5 15.7 14.5 Minimum SPGR (Max GMM) 2.450 2.430 Average Gmb 2.350 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.4 1204.0 1201.1 Weight in Air, SSD 1201.7 1205.8 1202.4 Weight in Water 690.7 692.2 692.7 Water Displacement 511 513.6 509.7 Theo Specific Gravity 2.450 2.450 2.450 Bulk Specific Gravity 2.349 2.344 2.356 Change in Spec Gravity 0.101 0.106 0.093 Voids, Percent 4.11 4.31 3.81 THEORETICAL SPECIFIC GRAVITY Wt. of Sample Air 2031.1 Wt. of Sample Sub 1202 Gmm 2.450 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 97 98 92 - 100 3/8" (9.5mm) 88 87 81 - 93 #4 4.75mm 63 62 56 - 68 #8 2.36mm 37 40 N/A #16 1.18mm 30 28 23 - 33 #30 .6mm 16 18 N/A #50 .3mm 12 11 8 - 14 #100 .15mm 8 8 N/A #200 75pm 6.4 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager M[CLELLAND FONSULTINGRE ammumom ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 965 Test Date: 8/1 /2022 Lot / Sublot: 2 / 2 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances AC Content (Pb) % 5.5 5.4 4.95 - 5.85 Air Voids (Va) % 4.0 3.5 2-5 VMA % 15.5 15.7 14.5 Minimum SPGR (Max GMM) 2.448 2.430 Average Gmb 2.349 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.2 1199.7 1199.4 Weight in Air, SSD 1201.6 1200.9 1201.2 Weight in Water 688.9 690.9 691.7 Water Displacement 512.7 510 509.5 Theo Specific Gravity 2.448 2.448 2.448 Bulk Specific Gravity 2.341 2.352 2.354 Change in Spec Gravity 0.107 0.096 0.094 Voids, Percent 4.38 3.92 3.85 Theoretical Specific Gravity Wt. of Sample (Air) 2199.5 Wt. of Sample (Sub) 1301.1 Gmm 2.448 T�EST>ED BY Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING mmmmmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 1254.5 Date: 8/1 /2022 Lot / Sublot: 2 / 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.0 3.5 2-5 15.3 15.7 14.5 Minimum 2.451 2.430 2.353 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1201.5 1200.3 1200.8 Weight in Air, SSD 1202.4 1201.4 1202 Weight in Water 689.3 693.9 691.7 Water Displacement 513.1 507.5 510.3 Theo Specific Gravity 2.451 2.451 2.451 Bulk Specific Gravity 2.342 2.365 2.353 Change in Spec Gravity 0.109 0.086 0.098 Voids, Percent 4.45 3.49 3.98 Theoretical Specific Gravity Wt. of Sample Air 2207.1 Wt. of Sample Sub 1306.5 Gmm 2.451 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 98 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 (4.75mm) 62 62 56 - 68 #8 (2.36mm) 38 40 N/A #16 (1.18mm) 28 28 23 - 33 #30 (.6mm) 18 18 N/A #50 (.3mm) 13 11 8 - 14 #100 .15mm 10 8 N/A #200 (75pm) 7.1 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING mmmmmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 1823.5 Date: 8/1 /2022 Lot / Sublot: 2 / 4 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.3 5.4 4.95-5.85 4.0 3.5 2-5 15.6 15.7 14.5 Minimum 2.439 2.430 2.343 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1202.9 1201.5 1202.7 Weight in Air, SSD 1204.1 1202.6 1203.8 Weight in Water 690.1 689.5 691.1 Water Displacement 514 513.1 512.7 Theo Specific Gravity 2.439 2.439 2.439 Bulk Specific Gravity 2.340 2.342 2.346 Change in Spec Gravity 0.099 0.098 0.093 Voids, Percent 4.06 4.00 3.83 Theoretical Specific Gravity Wt. of Sample Air 2210.7 Wt. of Sample Sub 1304.4 Gmm 2.439 TESTED BY: i Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) 87 81 - 93 #4 (4.75mm) 62 56 - 68 #8 (2.36mm) 40 N/A #16 (1.18mm) 28 23 - 33 #30 (.6mm) 18 N/A #50 (.3mm) 11 8 - 14 #100 .15mm 8 N/A #200 (75pm) 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager M[CLELLAND FONSULTINGRE mmmmmm ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 2126.5 Date: 8/1 /2022 Lot / Sublot: 2 / 5 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.5 5.4 4.95-5.85 4.1 3.5 2-5 15.5 15.7 14.5 Minimum 2.448 2.430 2.349 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.1 1201.1 1200 Weight in Air, SSD 1201.9 1202.9 1201.5 Weight in Water 691.7 691.8 689.7 Water Displacement 510.2 511.1 511.8 Theo Specific Gravity 2.448 2.448 2.448 Bulk Specific Gravity 2.352 2.350 2.345 Change in Spec Gravity 0.096 0.098 0.104 Voids, Percent 3.92 4.01 4.23 Theoretical Specific Gravity Wt. of Sample Air 2208.5 Wt. of Sample Sub 1306.4 Gmm 2.448 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) 87 81 - 93 #4 (4.75mm) 62 56 - 68 #8 (2.36mm) 40 N/A #16 (1.18mm) 28 23 - 33 #30 (.6mm) 18 N/A #50 (.3mm) 11 8 - 14 #100 .15mm 8 N/A #200 (75pm) 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND MEFCONSULTING ENGINEERS, INC. ASPHALT FIELD CORE DATA Producer: Hutchens Construction Plant Name: Sonora Project #: 22-3319 Project Name: FYV Runway Rehab Date: 8/3/2022 Lot: Lot 2 Surface Design #: P-401 (75 Blow) Binder Design #: N/A 1580 East Stearns Street Fayetteville, Arkansas 72703 Office 0791 443 2377 CTTP Lab Number 914810 mce us com MAT CORE DATA SAMPLE ID M 2-1 M 2-2 M 2-3 M 2-4 M 2-5 DRY WEIGHT 2234.0 2356.6 2882.7 2206.9 2391.3 SUBMERGED WEIGHT 1288.7 1362.8 1648.7 1278.0 1388.3 SSD WEIGHT 2236.8 2359.5 2885.6 2209.8 2394.0 AVERAGE SUBLOT Gmm 2.450 2.448 2.451 2.439 2.448 RESULTS BULK SPECIFIC GRAVITY 2.356 2.364 2.331 2.368 2.378 2.359 DENSITY (Ibs/ft3) 147.0 147.5 145.4 147.8 148.4 147.2 COMPACTION (%) 96.2% 96.6% 95.1 % 97.1 % 97.1 % 96.4% ABSORPTION (%) 0.3% 1 0.3% 0.2% 1 0.3% 1 0.3% 0.3% AVERGAGE THICKNESS 1 2.495 1 2.502 2.526 1 2.303 1 2.431 2.451 JOINT CORE DATA SAMPLE ID J 2-1 J 2-2 J 2-3 J 2-4 J 2-5 DRY WEIGHT 2622.6 2655.0 2640.6 2345.2 1940.2 SUBMERGED WEIGHT 1468.0 1511.8 1504.7 1324.6 1114.5 SSD WEIGHT 2635.8 2665.2 2649.2 2352.0 1948.8 AVERAGE LOT Gmm 2.447 2.447 2.447 2.447 2.447 RESULTS BULK SPECIFIC GRAVITY 2.246 2.302 2.307 2.283 2.326 2.293 DENSITY (Ibs/ft3) 140.1 143.6 144.0 142.4 145.1 143.1 COMPACTION (%) 91.8% 94.1 % 94.3% 93.3% 95.0% 93.7% ABSORPTION (%) 1.1 % 1 0.9% 1 0.8% 1 0.7% 1 1.0% 1 0.9% AVERGAGE THICKNESS 1 2.658 1 2.631 1 2.642 1 2.462 1 2.106 1 2.500 FIELD CORE LOCATIONS M 2-1 Station 16+63; 19' Right M 2-2 Station 35+58; 16' Right M 2-3 Station 39+87; 15' Right M 2-4 Station 57+31; 20' Right M 2-5 Station 63+12; 6' Right J 2-1 Station 16+57; 25' Right J 2-2 Station 27+84; 25' Right J 2-3 Station 40+79; 25' Right J 2-4 IStation 54+22; 25' Right J 2-5 IStation 67+92; 25' Right TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor APPROVED BY: Dustin Lawrence Laboratory Manager M[CLELLAND FONSULTINGRE nmummmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 nxe us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 293.5 Test Results Date: 8/2/2022 Lot / Sublot: 3 / 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.5 5.4 4.95 - 5.85 Air Voids (Va) % 3.8 3.5 2-5 VMA % 15.5 15.7 14.5 Minimum SPGR (Max GMM) 2.448 2.430 Average Gmb 2.356 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1195.0 1200.0 1204.1 Weight in Air, SSD 1196.8 1202 1205.7 Weight in Water 689.2 692.7 694.8 Water Displacement 507.6 509.3 510.9 Theo Specific Gravity 2.448 2.448 2.448 Bulk Specific Gravity 2.354 2.356 2.357 Change in Spec Gravity 0.094 0.092 0.092 Voids, Percent 3.85 3.77 3.74 THEORETICAL SPECIFIC GRAVITY Wt. of Sample Air 2212.1 Wt. of Sample Sub 1308.6 Gmm 2.448 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 98 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 4.75mm 61 62 56 - 68 #8 2.36mm 39 40 N/A #16 1.18mm 26 28 23 - 33 #30 .6mm 16 18 N/A #50 .3mm 11 11 8 - 14 #100 .15mm 8 8 N/A #200 75pm 5.7 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager NEFC�cCLELLANDONSULTING m ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 612 Test Date: 8/2/2022 Lot / Sublot: 3 / 2 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances AC Content (Pb) % 5.4 5.4 4.95 - 5.85 Air Voids (Va) % 4.1 3.5 2-5 VMA % 15.3 15.7 14.5 Minimum SPGR (Max GMM) 2.452 2.430 Average Gmb 2.352 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1201.7 1201.6 1201.5 Weight in Air, SSD 1202.9 1202.6 1203.0 Weight in Water 690.5 692.4 693.1 Water Displacement 512.4 510.2 509.9 Theo Specific Gravity 2.452 2.452 2.452 Bulk Specific Gravity 2.345 2.355 2.356 Change in Spec Gravity 0.107 0.097 0.096 Voids, Percent 4.35 3.95 3.90 Theoretical Specific Gravity Wt. of Sample (Air) 2206.3 Wt. of Sample (Sub) 1306.5 Gmm 2.452 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING mmmmmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 1370.5 Date: 8/2/2022 Lot / Sublot: 3 / 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.0 3.5 2-5 15.2 15.7 14.5 Minimum 2.455 2.430 2.356 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1196.8 1193.7 1200.1 Weight in Air, SSD 1198.3 1195.9 1201.5 Weight in Water 689.8 688.8 693.1 Water Displacement 508.5 507.1 508.4 Theo Specific Gravity 2.455 2.455 2.455 Bulk Specific Gravity 2.354 2.354 2.361 Change in Spec Gravity 0.101 0.101 0.094 Voids, Percent 4.13 4.12 3.85 Theoretical Specific Gravity Wt. of Sample Air 2197.0 Wt. of Sample Sub 1302.1 Gmm 2.455 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 98 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 (4.75mm) 61 62 56 - 68 #8 (2.36mm) 39 40 N/A #16 (1.18mm) 28 28 23 - 33 #30 (.6mm) 18 18 N/A #50 (.3mm) 11 11 8 - 14 #100 .15mm 8 8 N/A #200 (75pm) 5.9 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING mmmmmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 1766.5 Date: 8/2/2022 Lot / Sublot: 3 / 4 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.1 3.5 2-5 15.4 15.7 14.5 Minimum 2.453 2.430 2.352 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1192.5 1191.6 1195.9 Weight in Air, SSD 1193.8 1192.8 1197.8 Weight in Water 686.1 686.2 689.7 Water Displacement 507.7 506.6 508.1 Theo Specific Gravity 2.453 2.453 2.453 Bulk Specific Gravity 2.349 2.352 2.354 Change in Spec Gravity 0.104 0.101 0.099 Voids, Percent 4.24 4.10 4.04 Theoretical Specific Gravity Wt. of Sample Air 2205.8 Wt. of Sample Sub 1306.5 Gmm 2.453 TESTED BY: i Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) 87 81 - 93 #4 (4.75mm) 62 56 - 68 #8 (2.36mm) 40 N/A #16 (1.18mm) 28 23 - 33 #30 (.6mm) 18 N/A #50 (.3mm) 11 8 - 14 #100 .15mm 8 N/A #200 (75pm) 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager M[CLELLAND FONSULTINGRE mmmmmm ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 2081 Date: 8/2/2022 Lot / Sublot: 3 / 5 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.4 3.5 2-5 15.4 15.7 14.5 Minimum 2.458 2.430 2.351 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1204.8 1201.0 1199.5 Weight in Air, SSD 1206.2 1202.6 1200.9 Weight in Water 692.3 692.8 691.2 Water Displacement 513.9 509.8 509.7 Theo Specific Gravity 2.458 2.458 2.458 Bulk Specific Gravity 2.344 2.356 2.353 Change in Spec Gravity 0.114 0.103 0.105 Voids, Percent 4.63 4.17 4.27 Theoretical Specific Gravity Wt. of Sample Air 2204.9 Wt. of Sample Sub 1308.0 Gmm 2.458 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) 87 81 - 93 #4 (4.75mm) 62 56 - 68 #8 (2.36mm) 40 N/A #16 (1.18mm) 28 23 - 33 #30 (.6mm) 18 N/A #50 (.3mm) 11 8 - 14 #100 .15mm 8 N/A #200 (75pm) 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND MEFCONSULTING ENGINEERS, INC. ASPHALT FIELD CORE DATA Producer: Hutchens Construction Plant Name: Sonora Project #: 22-3319 Project Name: FYV Runway Rehab Date: 8/4/2022 Lot: 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A 1580 East Stearns Street Fayetteville, Arkansas 72703 Office 0791 443 2377 CTTP Lab Number 914810 mce us com MAT CORE DATA SAMPLE ID M 3-1 M 3-2 M 3-3 M 3-4 M 3-5 DRY WEIGHT 2684.6 2635.7 2850.2 2737.3 2400.2 SUBMERGED WEIGHT 1557.4 1518.9 1660.7 1601.6 1407.9 SSD WEIGHT 2688.9 2639.8 2853.9 2741.1 2404.0 AVERAGE SUBLOT Gmm 2.448 2.452 2.455 2.453 2.458 RESULTS BULK SPECIFIC GRAVITY 2.373 2.351 2.389 2.402 2.410 2.385 DENSITY (Ibs/ft3) 148.1 146.7 149.1 149.9 150.4 148.8 COMPACTION (%) 96.9% 95.9% 97.3% 97.9% 98.0% 97.2% ABSORPTION (%) 0.4% 1 0.4% 0.3% 1 0.3% 1 0.4% 0.4% AVERGAGE THICKNESS 1 2.574 1 2.512 2.659 1 2.564 1 2.312 2.524 JOINT CORE DATA SAMPLE ID J 3-1 J 3-2 J 3-3 J 3-4 J 3-5 DRY WEIGHT 2957.0 2748.0 2640.9 2785.0 2720.3 SUBMERGED WEIGHT 1678.2 1541.3 1514.6 1580.6 1556.7 SSD WEIGHT 2965.6 2758.9 2656.4 2793.0 2728.9 AVERAGE LOT Gmm 2.447 2.447 2.447 2.447 2.447 RESULTS BULK SPECIFIC GRAVITY 2.297 2.257 2.313 2.297 2.321 2.297 DENSITY (Ibs/ft3) 143.3 140.8 144.3 143.3 144.8 143.3 COMPACTION (%) 93.9% 92.2% 94.5% 93.9% 94.8% 93.9% ABSORPTION (%) 0.7% 1 0.9% 1 1.4% 1 0.7% 1 0.7% 1 0.9% AVERGAGE THICKNESS 1 2.881 1 2.737 1 2.602 1 2.723 1 2.644 1 2.717 FIELD CORE LOCATIONS M 3-1 Station 14+94; 4' Left M 3-2 Station 26+84; 9' Left M 3-3 Station 37+16; 21' Left M 3-4 Station 45+94; 18' Left M 3-5 Station 54+33; 20' Left J 3-1 Station 17+80; Centerline J 3-2 Station 24+26; Centerline J 3-3 Station 44+57; Centerline J 3-4 Station 46+94; Centerline J 3-5 Station 66+70; Centerline TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING nmummmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 nice us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 243 Test Results Date: 8/3/2022 Lot / Sublot: 4 / 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.4 5.4 4.95 - 5.85 Air Voids (Va) % 4.1 3.5 2-5 VMA % 15.4 15.7 14.5 Minimum SPGR (Max GMM) 2.455 2.430 Average Gmb 2.354 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.8 1199.9 1199.0 Weight in Air, SSD 1202.3 1201.1 1200.7 Weight in Water 691.1 692.2 691.9 Water Displacement 511.2 508.9 508.8 Theo Specific Gravity 2.455 2.455 2.455 Bulk Specific Gravity 2.349 2.358 2.357 Change in Spec Gravity 0.106 0.097 0.098 Voids, Percent 4.30 3.94 3.99 THEORETICAL SPECIFIC GRAVITY Wt. of Sample Air 2213.0 Wt. of Sample Sub 1311.4 Gmm 2.455 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 96 98 92 - 100 3/8" (9.5mm) 83 87 81 - 93 #4 4.75mm 58 62 56 - 68 #8 2.36mm 44 40 N/A #16 1.18mm 31 28 23 - 33 #30 .6mm 17 18 N/A #50 .3mm 13 11 8 - 14 #100 .15mm 9 8 N/A #200 75pm 6.7 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager M[CLELLAND FONSULTINGRE ammumom ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 578 Test Date: 8/3/2022 Lot / Sublot: 4 / 2 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances AC Content (Pb) % 5.4 5.4 4.95 - 5.85 Air Voids (Va) % 4.2 3.5 2-5 VMA % 15.3 15.7 14.5 Minimum SPGR (Max GMM) 2.456 2.430 Average Gmb 2.353 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.5 1199.1 1201.9 Weight in Air, SSD 1201.9 1200.3 1203.4 Weight in Water 689.9 691.7 693.7 Water Displacement 512.0 508.6 509.7 Theo Specific Gravity 2.456 2.456 2.456 Bulk Specific Gravity 2.345 2.358 2.358 Change in Spec Gravity 0.111 0.098 0.098 Voids, Percent 4.52 4.00 3.98 Theoretical Specific Gravity Wt. of Sample (Air) 2213.4 Wt. of Sample (Sub) 1312.1 Gmm 2.456 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING mmmmmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 1149 Date: 8/3/2022 Lot / Sublot: 4 / 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.0 3.5 2-5 15.2 15.7 14.5 Minimum 2.451 2.430 2.354 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1198.8 1200.9 1199.8 Weight in Air, SSD 1200.9 1201.9 1200.9 Weight in Water 691.7 690.8 692.3 Water Displacement 509.2 511.1 508.6 Theo Specific Gravity 2.451 2.451 2.451 Bulk Specific Gravity 2.354 2.350 2.359 Change in Spec Gravity 0.097 0.102 0.092 Voids, Percent 3.95 4.14 3.76 Theoretical Specific Gravity Wt. of Sample Air 2213.2 Wt. of Sample Sub 1310.3 Gmm 2.451 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 96 98 92 - 100 3/8" (9.5mm) 85 87 81 - 93 #4 (4.75mm) 60 62 56 - 68 #8 (2.36mm) 40 40 N/A #16 (1.18mm) 27 28 23 - 33 #30 (.6mm) 18 18 N/A #50 (.3mm) 10 11 8 - 14 #100 .15mm 7 8 N/A #200 (75pm) 6.4 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND CONSULTING mmmmmm ENGINEERS, INC. 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 1629.5 Date: 8/3/2022 Lot / Sublot: 4 / 4 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.4 5.4 4.95-5.85 4.0 3.5 2-5 15.6 15.7 14.5 Minimum 2.443 2.430 2.346 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1199.5 1196.7 1196.8 Weight in Air, SSD 1200.7 1198.1 1198.2 Weight in Water 691.1 687.7 686.9 Water Displacement 509.6 510.4 511.3 Theo Specific Gravity 2.443 2.443 2.443 Bulk Specific Gravity 2.354 2.345 2.341 Change in Spec Gravity 0.089 0.099 0.103 Voids, Percent 3.66 4.04 4.20 Theoretical Specific Gravity Wt. of Sample Air 2209.2 Wt. of Sample Sub 1305.0 Gmm 2.443 TESTED BY: i Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) 87 81 - 93 #4 (4.75mm) 62 56 - 68 #8 (2.36mm) 40 N/A #16 (1.18mm) 28 23 - 33 #30 (.6mm) 18 N/A #50 (.3mm) 11 8 - 14 #100 .15mm 8 N/A #200 (75pm) 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager M[CLELLAND FONSULTINGRE mmmmmm ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb 2059.5 Date: 8/3/2022 Lot / Sublot: 4 / 5 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.5 5.4 4.95-5.85 4.4 3.5 2-5 15.3 15.7 14.5 Minimum 2.463 2.430 2.354 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1198.7 1190.6 1195.9 Weight in Air, SSD 1200.1 1192.1 1198.3 Weight in Water 692.0 685.5 690.2 Water Displacement 508.1 506.6 508.1 Theo Specific Gravity 2.463 2.463 2.463 Bulk Specific Gravity 2.359 2.350 2.354 Change in Spec Gravity 0.104 0.113 0.110 Voids, Percent 4.22 4.59 4.45 Theoretical Specific Gravity Wt. of Sample Air 2213.9 Wt. of Sample Sub 1315.1 Gmm 2.463 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) 87 81 - 93 #4 (4.75mm) 62 56 - 68 #8 (2.36mm) 40 N/A #16 (1.18mm) 28 23 - 33 #30 (.6mm) 18 N/A #50 (.3mm) 11 8 - 14 #100 .15mm 8 N/A #200 (75pm) 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND MEFCONSULTING ENGINEERS, INC. ASPHALT FIELD CORE DATA Producer: Hutchens Construction Plant Name: Sonora Project #: 22-3319 Project Name: FYV Runway Rehab Date: 8/5/2022 Lot: 4 Surface Design #: P-401 (75 Blow) Binder Design #: N/A 1580 East Stearns Street Fayetteville, Arkansas 72703 Office 0791 443 2377 CTTP Lab Number 914810 mce us com MAT CORE DATA SAMPLE ID M 4-1 M 4-2 M 4-3 M 4-4 M 4-5 DRY WEIGHT 2874.3 2563.6 2290.4 2523.2 2629.2 SUBMERGED WEIGHT 1671.4 1474.8 1331.6 1453.0 1520.8 SSD WEIGHT 2877.3 2568.3 2293.8 2527.7 2633.0 AVERAGE SUBLOT Gmm 2.455 2.456 2.451 2.443 2.463 RESULTS BULK SPECIFIC GRAVITY 2.384 2.344 2.380 2.348 2.364 2.364 DENSITY (Ibs/ft3) 148.7 146.3 148.5 146.5 147.5 147.5 COMPACTION (%) 97.1 % 95.5% 97.1 % 96.1 % 96.0% 96.3% ABSORPTION (%) 0.2% 1 0.4% 0.4% 1 0.4% 1 0.3% 0.4% AVERGAGE THICKNESS 1 2.703 1 2.544 2.302 1 2.436 1 2.525 2.502 JOINT CORE DATA SAMPLE ID J 4-1 J 4-2 J 4-3 J 4-4 J 4-5 DRY WEIGHT 2527.2 2577.7 2610.5 2430.2 2209.6 SUBMERGED WEIGHT 1440.0 1465.1 1486.4 1393.9 1274.5 SSD WEIGHT 2539.5 2589.3 2620.8 2438.5 2216.5 AVERAGE LOT Gmm 2.453 2.453 2.453 2.453 2.453 RESULTS BULK SPECIFIC GRAVITY 2.298 2.293 2.301 2.326 2.346 2.313 DENSITY (Ibs/ft3) 143.4 143.1 143.6 145.2 146.4 144.3 COMPACTION (%) 93.7% 93.5% 93.8% 94.8% 95.6% 94.3% ABSORPTION (%) 1.1 % 1 1.0% 1 0.9% 1 0.8% 1 0.7% 1 0.9% AVERGAGE THICKNESS 1 2.564 1 2.573 1 2.620 1 2.397 1 2.289 1 2.489 FIELD CORE LOCATIONS M 4-1 Station 13+91; 41' Left M 4-2 Station 19+44; 46' Left M 4-3 Station 26+94; 28' Left M 4-4 Station 48+36; 34' Left M 4-5 Station 57+60; 43' Left J 4-1 Station 18+90; 25' Left J 4-2 Station 22+51; 25' Left J 4-3 Station 40+39; 25' Left J 4-4 IStation 57+37; 25' Left J 4-5 IStation 67+30; 25' Left TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor APPROVED BY: Dustin Lawrence Laboratory Manager McCLf1LAND CONSULTING ENGINEERS, INC. ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 254 Test Date: 8/5/2022 Lot / Sublot: 5 / 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com AC Content (Pb) % 5.4 5.4 4.95 - 5.85 Air Voids (Va) % 4.4 3.5 2-5 VMA % 15.4 15.7 14.5 Minimum SPGR (Max GMM) 2.456 2.430 Average Gmb 2.348 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1206.6 1207.5 1198.3 Weight in Air, SSD 1208.3 1208.6 1199.3 Weight in Water 692.2 695.6 689.7 Water Displacement 516.1 513.0 509.6 Theo Specific Gravity 2.456 2.456 2.456 Bulk Specific Gravity 2.338 2.354 2.351 Change in Spec Gravity 0.118 0.102 0.105 Voids, Percent 4.82 4.17 4.27 THEORETICAL SPECIFIC GRAVITY Wt. of Sample (Air) 2212.6 Wt. of Sample (Sub) 1311.8 Gmm 2.456 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 97 98 92 - 100 3/8" (9.5mm) 86 87 81 - 93 #4 (4.75mm) 60 62 56 - 68 #8 (2.36mm) 38 40 N/A #16 (1.18mm) 26 28 23 - 33 #30 (.6mm) 17 18 N/A #50 (.3mm) 10 11 8 - 14 #100 (.15mm) 8 8 N/A #200 (75pm) 5.9 5.7 3.7 - 7.7 APPROVED BY: 2i�� Dustin Lawrence Laboratory Manager MCCLELLAND 1580 East Steams Street NEF CONSULTING Fayetteville, Arkansas 72703 Office (479) 443 2377 ENGINEERS, INC. CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: Test 459 Date: 8/5/2022 Lot / Sublot: 5 / 2 Surface Design #: P-401 (75 BI Binder Design #: N/A Results JMF Tolerances AC Content (Pb) % 5.4 5.4 Air Voids (Va) % 3.8 3.5 VMA % 15.2 15.7 SPGR (Max GMM) 2.450 2.430 Average Gmb 2.357 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1199.4 1199.4 1198.3 Weight in Air, SSD 1200.7 1200.3 1199.6 Weight in Water 691.9 690.9 691.7 Water Displacement 508.8 509.4 507.9 Theo Specific Gravity 2.450 2.450 2.450 Bulk Specific Gravity 2.357 2.355 2.359 Change in Spec Gravity 0.092 0.095 0.090 Voids, Percent 3.77 3.88 3.69 Theoretical Specific Gravity Wt. of Sample Air 2204.4 Wt. of Sample Sub 1304.5 Gmm 2.450 TESTED BY: el Clifford Whittington - CTTP #3853 Laboratory Technician 4.95 - 5.85 2-5 14.5 Minimum GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 .15mm - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager 1580 East Steams Street HIEFONSULTINGMcCLELLAND Fayetteville, Arkansas 72703 office (479) 443 2377 ENGINEERS, INC. CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 792 Test Results Date: 8/5/2022 Lot / Sublot: 5 / 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.4 5.4 Air Voids (Va) % 4.1 3.5 VMA % 15.4 15.7 SPGR (Max GMM) 2.453 2.430 Average Gmb 2.352 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1201.3 1203.5 1200.4 Weight in Air, SSD 1202.4 1205.1 1201.6 Weight in Water 692.1 693.8 690.2 Water Displacement 510.3 511.3 511.4 Theo Specific Gravity 2.453 2.453 2.453 Bulk Specific Gravity 2.354 2.354 2.347 Change in Spec Gravity 0.099 0.100 0.106 Voids, Percent 4.04 4.06 4.32 Theoretical Specific Gravity Wt. of Sample (Air) 2211.9 Wt. of Sample (Sub) 1310.3 Gmm 2.453 TESTED BY Clifford Whittington - CTTP #3853 Laboratory Technician 4.95 - 5.85 2-5 14.5 Minimum GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 96 98 92 - 100 3/8" (9.5mm) 86 87 81 - 93 #4 (4.75mm) 62 62 56 - 68 #8 (2.36mm) 39 40 N/A #16 (1.18mm) 27 28 23 - 33 #30 (.6mm) 17 18 N/A #50 (.3mm) 10 11 8 - 14 #100 .15mm 8 8 N/A #200 (75pm) 5.4 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager 1580 East Steams Street HIEFONSULTINGMcCLELLAND Fayetteville, Arkansas 72703 office (479) 443 2377 ENGINEERS, INC. CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 965 Test Results Date: 8/5/2022 Lot / Sublot: 5 / 4 Surface Design #: P-401 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.5 5.4 Air Voids (Va) % 4.2 3.5 VMA % 15.4 15.7 SPGR (Max GMM) 2.455 2.430 Average Gmb 2.352 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.2 1197.7 1199.1 Weight in Air, SSD 1202.5 1199.2 1201.0 Weight in Water 691.9 689.4 691.9 Water Displacement 510.6 509.8 509.1 Theo Specific Gravity 2.455 2.455 2.455 Bulk Specific Gravity 2.351 2.349 2.355 Change in Spec Gravity 0.104 0.106 0.100 Voids, Percent 4.25 4.30 4.06 Theoretical Specific Gravity Wt. of Sample (Air) 2212.9 Wt. of Sample (Sub) 1311.5 Gmm 2.455 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician 4.95 - 5.85 2-5 14.5 Minimum GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 .15mm - 8 N/A #200 (75pm) - 1 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager REFOff McCLELLANO Fayetteville, East steams Street Fayettevc eArkansas CONSULTING (479) 443 23777 ENGINEERS, INC. CTTP Lab Number 914810 rrvice us. com ASPHALT FIELD CORE DATA Producer: Hutchens Construction Plant Name: Sonora Project #: 22-3319 Project Name: FYV Runway Rehab Date: 8/6/2022 Lot: 5 Surface Design #: P-401 (75 Blow) Binder Design #: N/A MAT CORE DATA M 5-3 M 5-4 SAMPLE ID M 5-1 M 5-2 DRY WEIGHT 2570.8 2360.5 2447.2 3160.5 SUBMERGED WEIGHT 1488.8 1372.2 1399.8 1808.9 SSD WEIGHT 2577.8 2366.7 2451.9 3165.2 AVERAGE SUBLOT Gmm 2.456 2.450 2.453 2.455 RESULTS BULK SPECIFIC GRAVITY 2.361 2.374 2.326 2.330 2.348 DENSITY (Ibs/ft3) 147.3 148.1 145.1 145.4 146.5 COMPACTION (%) 96.1 % 96.9% 94.8% 94.9% 95.7% ABSORPTION (%) 0.6% 0.6% 0.4% 0.3% 0.5% AVERGAGE THICKNESS 2.406 2.285 2.559 3.112 2.591 JOINT CORE DATA SAMPLE ID DRY WEIGHT SUBMERGED WEIGHT SSD WEIGHT AVERAGE AVG. LOT Gmm RESULTS BULK SPECIFIC GRAVITY DENSITY (Ibs/ft3) COMPACTION (%) ABSORPTION (%) AVERGAGE THICKNESS FIELD CORE LOCATIONS M 5-1 Twy "E" West M 5-2 Twy "E" West M 5-3 Twy "B" South M 5-4 Twy "E" East TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor APPROVED BY: Dustin Lawrence Laboratory Manager MEEMcCLELLAND CONSULTING ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443.2377 CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample Test AC Content (Pb) % Air Voids (Va) % VMA % SPGR (Max GMM) Average Gmb :1 Date: 7/26/2022 Lot / Sublot: 1 / 1 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 5.3 5.4 4.95-5.85 3.8 3.5 2-5 15.0 15.7 Minimum 15 2.453 2.430 2.360 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.4 1194.4 1196.7 Weight in Air, SSD 1202.5 1196.9 1198.4 Weight in Water 693.4 691.1 691.7 Water Displacement 509.1 505.8 506.7 Theo Specific Gravity 2.453 2.453 2.453 Bulk Specific Gravity 2.358 2.361 2.362 Change in Spec Gravity 0.095 1 0.091 1 0.091 Voids, Percent 3.87 1 3.73 1 3.71 Theoretical Specific Gravity Wt. of Sample (Air) 2202.9 Wt. of Sample (Sub) 1304.8 Gmm 2.453 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 98 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 (4.75mm) 63 62 56 - 68 #8 (2.36mm) 41 40 N/A #16 (1.18mm) 29 28 23 - 33 #30 (.6mm) 18 18 N/A #50 (.3mm) 11 11 8 - 14 #100 (.15mm) 8 8 N/A #200 (75pm) 6.0 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager C�ONSULT NGD MEF ENGINEERS, INC. 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443.2377 CTTP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 140 Test Results Date: 7/26/2022 Lot / Sublot: 1 / 2 Surface Design #: P-401 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.4 5.4 4.95 - 5.85 Air Voids (Va) % 4.0 3.5 2-5 VMA % 15.2 15.7 Minimum 15 SPGR (Max GMM) 2.454 2.430 Average Gmb 2.356 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1192.8 1198.7 1196.6 Weight in Air, SSD 1193.9 1199.8 1197.5 Weight in Water 687.3 691.3 689.9 Water Displacement 506.6 508.5 1 507.6 Theo Specific Gravity 2.454 2.454 2.454 Bulk Specific Gravity 2.355 2.357 2.357 Change in Spec Gravity 0.100 0.097 0.097 Voids, Percent 4.07 3.95 3.95 Theoretical Specific Gravity Wt. of Sample (Air) 2209.9 Wt. of Sample (Sub) 1309.5 Gmm 2.454 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF JAction Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 (.15mm) - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MEFCONSULTINGMcCLELLAND ENGINEERS, INC. ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: Test 170 Date: 7/26/2022 Lot / Sublot: 1 / 3 Surface Design #: P-401 (75 Blow) Binder Design #: N/A Results JMF Tolerances 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number 914810 mce us com AC Content (Pb) % 5.4 5.4 4.95 - 5.85 Air Voids (Va) % 4.2 3.5 2-5 VMA % 15.2 15.7 Minimum 15 SPGR (Max GMM) 2.459 2.430 Average Gmb 2.357 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1197.3 1197.3 1192.8 Weight in Air, SSD 1198.7 1198.3 1193.8 Weight in Water 690.7 690.9 686.9 Water Displacement 508 507.4 1 506.9 Theo Specific Gravity 2.459 2.459 2.459 Bulk Specific Gravity 2.357 2.360 2.353 Change in Spec Gravity 0.103 0.100 0.106 Voids, Percent 4.17 4.06 4.32 Theoretical Specific Gravity Wt. of Sample (Air) 2206w9 Wt. of Sample (Sub) 1309.6 Gmm 2.459 TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor GRADATION ANALYSIS Sieve % Passing JMF JAction Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 98 98 92 - 100 3/8" (9.5mm) 86 87 81 - 93 #4 (4.75mm) 62 62 56 - 68 #8 (2.36mm) 39 40 N/A #16 (1.18mm) 27 28 1 23 - 33 #30 (.6mm) 17 18 N/A #50 (.3mm) 11 11 8 - 14 #100 (.15mm) 8 8 N/A #200 (75pm) 5.9 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager McCLf1LAND CONSULTING ENGINEERS, INC. ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 80 Test Date: 8/3/2022 Lot / Sublot: 1 / 1 Surface Design #: P-403 (75 Blow) Binder Design #: N/A Results JMF Tolerances 1580 East Steams Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CUP Lab Number 914810 mce us com AC Content (Pb) % 5.5 5.4 4.95 - 5.85 Air Voids (Va) % 4.1 3.5 2-5 VMA % 15.5 15.7 14.5 Minimum SPGR (Max GMM) 2.457 2.430 Average Gmb 2.357 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1201.7 1204.2 1200.8 Weight in Air, SSD 1203.0 1205.9 1201.9 Weight in Water 693.0 695.9 692.0 Water Displacement 510.0 510.0 509.9 Theo Specific Gravity 2.457 2.457 2.457 Bulk Specific Gravity 2.356 2.361 2.355 Change in Spec Gravity 0.101 0.096 0.102 Voids, Percent 4.11 3.91 4.16 THEORETICAL SPECIFIC GRAVITY Wt. of Sample (Air) 2206.8 Wt. of Sample (Sub) 1308.7 Gmm 2.457 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 97 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 (4.75mm) 57 62 56 - 68 #8 (2.36mm) 37 40 N/A #16 (1.18mm) 28 28 23 - 33 #30 (.6mm) 16 18 N/A #50 (.3mm) 11 11 8 - 14 #100 (.15mm) 8 8 N/A #200 (75pm) 6.2 5.7 3.7 - 7.7 APPROVED BY: 2i�� Dustin Lawrence Laboratory Manager 1580 East Steams Street HIEFONSULTINGMcCLELLAND Fayetteville, Arkansas 72703 office (479) 443 2377 ENGINEERS, INC. CUP Lab Number 914810 mce us com ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 184.62 Test Results Date: 8/3/2022 Lot / Sublot: 1 / 2 Surface Design #: P-403 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.4 5.4 Air Voids (Va) % 4.1 3.5 VMA % 15.4 15.7 SPGR (Max GMM) 2.451 2.430 Average Gmb 2.351 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1200.1 1195.7 1202.7 Weight in Air, SSD 1201.6 1196.9 1203.6 Weight in Water 690.0 689.3 692.0 Water Displacement 511.6 507.6 511.6 Theo Specific Gravity 2.451 2.451 2.451 Bulk Specific Gravity 2.346 2.356 2.351 Change in Spec Gravity 0.105 0.095 0.100 Voids, Percent 4.29 3.89 4.08 Theoretical Specific Gravity Wt. of Sample (Air) 2209.9 Wt. of Sample (Sub) 1308.2 Gmm 2.451 TESTED BY: Clifford Whittington - CTTP #3853 Laboratory Technician 4.95 - 5.85 2-5 14.5 Minimum GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) - 100 94 - 100 1/2" (12.5mm) - 98 92 - 100 3/8" (9.5mm) - 87 81 - 93 #4 (4.75mm) - 62 56 - 68 #8 (2.36mm) - 40 N/A #16 (1.18mm) - 28 23 - 33 #30 (.6mm) - 18 N/A #50 (.3mm) - 11 8 - 14 #100 .15mm - 8 N/A #200 (75pm) - 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager MCCLELLAND 1580 East Steams Street NEF CONSULTING Fayetteville, Arkansas 72703 office (479) 443 2377 ENGINEERS, INC. CUP Lab Number 914810 Moe us corn ASPHALT LABORATORY DATA Producer: Hutchens Construction Plant Name: Sonora Project Number: 22-3319 Project Name: FYV Runway Rehab Tons Today at Sample: 222.68 Test Results Date: 8/3/2022 Lot / Sublot: 1 / 3 Surface Design #: P-403 (75 Blow) Binder Design #: N/A JMF Tolerances AC Content (Pb) % 5.5 5.4 Air Voids (Va) % 3.9 3.5 VMA % 15.3 15.7 SPGR (Max GMM) 2.449 2.430 Average Gmb 2.354 VOID DETERMINATION Specimen Property Mold 1 Mold 2 Mold 3 Weight in Air 1202.2 1198.7 1206.1 Weight in Air, SSD 1203.8 1199.9 1207.7 Weight in Water 693.0 691.1 695.0 Water Displacement 510.8 508.8 512.7 Theo Specific Gravity 2.449 2.449 2.449 Bulk Specific Gravity 2.354 2.356 2.352 Change in Spec Gravity 0.095 0.093 0.096 Voids, Percent 3.89 3.79 3.94 Theoretical Specific Gravity Wt. of Sample (Air) 2211.8 Wt. of Sample (Sub) 1308.6 Gmm 2.449 TESTED BY Clifford Whittington - CTTP #3853 Laboratory Technician 4.95 - 5.85 2-5 14.5 Minimum GRADATION ANALYSIS Sieve % Passing JMF Action Limit 3/4" (19mm) 100 100 94 - 100 1/2" (12.5mm) 97 98 92 - 100 3/8" (9.5mm) 87 87 81 - 93 #4 (4.75mm) 58 62 56 - 68 #8 (2.36mm) 37 40 N/A #16 (1.18mm) 28 28 23 - 33 #30 (.6mm) 16 18 N/A #50 (.3mm) 11 11 8 - 14 #100 .15mm 8 8 N/A #200 (75pm) 6.2 5.7 3.7 - 7.7 APPROVED BY: Dustin Lawrence Laboratory Manager REFOff McCLELLANO Fayetteville, East steams street Fayettevc eArkansas CONSULTING (479) 443 23777 amumanzwo ENGINEERS, INC. CTTP Lab Number 914810 rrvice us. com ASPHALT FIELD CORE DATA Producer: Hutchens Construction Plant Name: Sonora Project #: 22-3319 Project Name: FYV Runway Rehab Date: 8/6/2022 Lot: 1 Surface Design #: P-403 (75 Blow) Binder Design #: N/A MAT CORE DATA SAMPLE ID M 1-1 M 1-2 M 1-3 DRY WEIGHT 4089.1 3381.6 3738.4 SUBMERGED WEIGHT 2378.7 1973.8 2170.6 SSD WEIGHT 4096.3 3387.2 3743.0 AVERAGE SUBLOT Gmm 2.457 2.451 2.449 RESULTS BULK SPECIFIC GRAVITY 2.381 2.393 2.378 2.384 DENSITY (Ibs/ft3) 148.6 149.3 148.4 148.7 COMPACTION (%) 96.9% 97.6% 97.1 % 97.2% ABSORPTION (%) 0.4% 0.4% 0.3% 0.4% AVERGAGE THICKNESS 3.961 3.306 3.644 3.637 JOINT CORE DATA SAMPLE ID DRY WEIGHT SUBMERGED WEIGHT SSD WEIGHT AVERAGE AVG. LOT Gmm RESULTS BULK SPECIFIC GRAVITY DENSITY (Ibs/ft3) COMPACTION (%) ABSORPTION (%) AVERGAGE THICKNESS FIELD CORE LOCATIONS M 1-1 Twy "E" East - Bottom Lift M 1-2 Twy "E" East - Top Lift M 1-3 Twy "E" East - Top Lift TESTED BY: Scott Schumacher - CTTP #3770 Laboratory Supervisor APPROVED BY: Dustin Lawrence Laboratory Manager NSULTING NEE,McCLELLAND ENGINEERS, INC. NUCLEAR DENSITY REPORT (ASTM D6938) Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver Report Number: Report Date: MCE Project Number: 7/25/2022 22-3319 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 Date of Test: 7/25/2022 Laboratory Technician Scott Schumacher mce.us.com AVAILABLE JOB PROCTOR CURVES Proctor ID# Material Description Sample Locatio L..,A�rberg �.(P-209) Hutchens Quarry®�®® &== OPIEM a Limits Maximum Dry Optimum LL Density (lb/ft') Moisture (%)ad Proctor ID# NUCLEAR DENSITY TEST RESULTS Elevation Test Wet Density Field Moisture Dry Density Depth (in) (Ibs/ft') (%) (Ibs/ft') In -Place Compaction (%) Compaction Pass / Fail for Compaction Required (%) Requirements Test Number TEST LOCATION 18" RCP Crossing - Sta. 0i 15' Left of Centerline 18" RCP Crossing - Sta. 61+45; 15' Left of Centerline Steven J. Head, P.E. Principal / Geotechnical Department Head NSULTING NEE,McCLELLAND ENGINEERS, INC. NUCLEAR DENSITY REPORT (ASTM D6938) Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver Report Number: Report Date: MCE Project Number: 8/2/2022 22-3319 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 Date of Test: 8/2/2022 Laboratory Technician Scott Schumacher mce.us.com Proctor ID# AVAILABLE Material Description L..,A�rberg Crushed Aggregate Base (P-209) JOB PROCTOR CURVES Sample Locatio Hutchens Quarry USCS &== MOPI Limits Maximum Dry LL Density (lb/ft') a Optimum Moisture (%)ad Proctor ID# NUCLEAR Elevation Test Depth (in) DENSITY Wet Density (Ibs/ft') TEST RESULTS Field Moisture (%) Dry Density (Ibs/ft') In -Place Compaction (%) Compaction Pass Required (%) / Fail for Compaction Requirements Test Number TEST LOCATION Exisiting Echo Connector; 25' ROCL Exisiting Echo Connector; 25' South of Runway Edge Exisiting Echo Connector; 25' Steven J. Head, P.E. Principal / Geotechnical Department Head NSULTING NEE,McCLELLAND ENGINEERS, INC. NUCLEAR DENSITY REPORT (ASTM D6938) Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver Report Number: Report Date: MCE Project Number: 7/25/2022 22-3319 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 Date of Test: 7/24/2022 Laboratory Technician Scott Schumacher mce.us.com AVAILABLE JOB PROCTOR CURVES Proctor ID# Material Description Sample Locatio L..,A�rberg �.(P-209) Hutchens Quarry®�®® &== OPIEM a Limits Maximum Dry Optimum LL Density (lb/ft') Moisture (%)ad Proctor ID# NUCLEAR DENSITY TEST RESULTS Elevation Test Wet Density Field Moisture Dry Density Depth (in) (Ibs/ft') (%) (Ibs/ft') In -Place Compaction (%) Compaction Pass / Fail for Compaction Required (%) Requirements Test Number TEST LOCATION 18" RCP Crossing - Sta. 61+45 6' Right of Centerline 18" RCP Crossing - Sta. i0 9' Left of Centerline Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 6/13/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 5/16/2022 KG FIELD TEST RESULTS (ASTM C31, C172) CyJincler ��mber 1 Location of Pour: Laboratory Technician SS Test Date 5/23/2022 Sign Bases Day 1 Age (Days) 7 Method of Curing Water Bath Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE Measured Cylinder Measured Diameter (in) Height 4.01 Cylinder (in) 8.08 APAC Arkhola 50966572 172 1:17 PM 1:58 PM 10 10 Area of Cylinder (in2) 12.63 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature ('F): Ambient Temperature ('F): Applied Compressive Load (lbs) Strength (psi) 57,564 4,560 340F407501 4,000 4 4.4 78 77 Percent of Design (%) 114.0 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 5 2 IA 6/13/2022 28 Water Bath 4.00 7.99 12.57 76,238 6,070 151.8 2 3 IA 6/13/2022 28 Water Bath 4.01 8.06 12.63 70,701 5,600 140.0 5 4 IA 6/13/2022 28 Water Bath 4.01 7.99 12.63 76,722 6,070 151.8 3 5 SP LABORATORY Cylinder Tested (#): 1 Cylinder Weight (lbs): 8.59 Cylinder Unit Weight Ib/ft' : 145.5 High/Low Temperature: 82' F/61' F. Air entrainment and WRA added to the mix at the plant. Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 6/14/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 5/17/2022 KG FIELD TEST RESULTS (ASTM C31, C172) Cylinder Number 6 Location of Pour: Laboratory Technician SS Test Date 5/24/2022 Sign Bases Day 2 Age (Days) 7 Method of Curing Water Bath Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE Measured Cylinder Measured Diameter (in) Height 4.01 Cylinder (in) 8.06 APAC Arkhola 50705038 156 11:43 AM 12:31 PM 10 10 Area of Cylinder (in') 12.63 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature ('F): Ambient Temperature ('F): Applied Compressive Load (lbs) Strength (psi) 66,086 5,230 340F407501 4,000 2 5.0 76 77 Percent of Design (%) 130.8 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 3 7 SS 6/14/2022 28 Water Bath 4.00 8.09 12.57 86,928 6,920 173.0 3 8 SS 6/14/2022 28 Water Bath 4.00 8.08 12.57 81,323 6,470 161.8 3 9 SS 6/14/2022 28 Water Bath 4.02 7.99 12.69 85,237 6,720 168.0 2 10 SP LABORATORY Cylinder Tested (#): Cylinder Weight (lbs): Cylinder Unit Weight Ib/ft' : 6 8.55 145.1 Air entrainment and WRA added to the mix at the plant. 15 gallons of water added after sampling. Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 6/15/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 5/18/2022 KG FIELD TEST RESULTS (ASTM C31, C172) Cylinder Number 11 Location of Pour: Laboratory Technician SS Test Date 5/25/2022 Sign Bases Day 3 Age (Days) 7 Method of Curing Water Bath Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE Measured Cylinder Measured Diameter (in) Height 4.01 Cylinder (in) 8.09 APAC Arkhola 50966624 223 1:28 PM 2:02 PM 10 10 Area of Cylinder (in2) 12.63 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature ('F): Ambient Temperature ('F): Applied Compressive Load (lbs) Strength (psi) 66,279 5,250 340F407501 4,000 3 1/4 4.4 82 84 Percent of Design (%) 131.3 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 2 12 KG 6/15/2022 28 Water Bath 4.00 7.98 12.57 81,653 6,500 162.5 3 13 KG 6/15/2022 28 Water Bath 4.00 8.05 12.57 80,877 6,440 161.0 3 14 KG 6/15/2022 28 Water Bath 4.00 8.00 12.57 87,087 6,930 173.3 2 15 SP LABORATORY Cylinder Tested (#): Cylinder Weight (lbs): Cylinder Unit Weight Ib/ft' : 11 8.70 147.1 High/Low Temperature: 86' F/70' F. Air entrainment and WRA added to the mix at the plant. Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 6/16/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 5/19/2022 KG FIELD TEST RESULTS (ASTM C31, C172) Cylinder Number 16 Location of Pour: Laboratory Technician SS Test D. 5/26/2022 Sign Bases Day 4 Age D. 7 Method of Water Bath Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE Measured Cylinder Measured 4.00 Cylinder 8.06 APAC Arkhola 50966646 167 1:24 PM 1:59 PM 10 10 Area of 12.57 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature (°F): Ambient Temperature (°F): Applied Compressive ... (lbs) Strength (psi) 69,037 5,490 340F407501 4,000 3 1/4 4.2 80 79 Percent of Design (%) 137.3 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 2 17 IA 6/16/2022 28 Water Bath 4.09 8.02 13.14 90,384 6,880 172.0 3 18 IA 6/16/2022 28 Water Bath 3.99 7.98 12.50 92,003 7,360 184.0 2 19 IA 6/16/2022 28 Water Bath 3.99 8.06 12.50 89,348 7,150 178.8 3 20 SP LABORATORY Cylinder Tested (#): Cylinder Weight (lbs): Cylinder Unit Weight Ib/ft' : 16 8.67 147.9 Air entrainment and WRA added to the mix at the plant. Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 6/17/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 5/20/2022 KG FIELD TEST RESULTS (ASTM C31, C172) Cylinder Number 21 Location of Pour: Laboratory Technician KG Test Date 5/27/2022 Sign Bases Day 5 Age (Days) 7 Method of Curing Water Bath Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE Measured Cylinder Measured Diameter (in) Height 4.00 Cylinder (in) 8.03 APAC Arkhola 50966662 156 1:21 PM 1:55 PM 10 10 Area of Cylinder (in') 12.57 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature ('F): Ambient Temperature ('F): Applied Compressive Load (lbs) Strength (psi) 59,669 4,750 340F407501 4,000 3 1/4 3.9 80 85 Percent of Design (%) 118.8 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 3 22 CN 6/17/2022 28 Water Bath 3.98 8.02 12.44 80,888 6,500 162.5 3 23 CN 6/17/2022 28 Water Bath 3.97 8.00 12.38 82,621 6,670 166.8 2 24 CN 6/17/2022 28 Water Bath 3.97 8.03 12.38 81,633 6,590 164.8 3 25 SP LABORATORY Cylinder Tested (#): Cylinder Weight (lbs): Cylinder Unit Weight Ib/ft' : 21 8.55 146.4 High/Low Temperature: 88' F/81° F. Air entrainment and WRA added to the mix at the plant. Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 7/5/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 6/7/2022 IA FIELD TEST RESULTS (ASTM C31, C172) Cylinder Number 26 Location of Pour: Laboratory Technician SS Test Date 6/14/2022 Vault Foundation Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE Age Method of Measured Cylinder Measured (Days) Curing Diameter (in) Height 7 Water Bath 3.99 Cylinder (in) 8.05 APAC Arkhola 50705368 223 9:12 AM 10:15 AM 10 10 Area of Cylinder (in2) 12.50 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature ('F): Ambient Temperature ('F): Applied Compressive Load (lbs) Strength (psi) 66,216 5,300 340F407501 4,000 3 114 4.5 86 76 Percent of Design (%) 132.5 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 2 27 IA 7/5/2022 28 Water Bath 3.99 8.09 12.50 82,530 6,600 165.0 1 28 IA 7/5/2022 28 Water Bath 4.00 8.08 12.57 78,195 6,220 155.5 3 29 IA 7/5/2022 28 Water Bath 4.00 8.04 12.57 81,893 6,520 163.0 1 30 SP LABORATORY Cylinder Tested (#): Cylinder Weight (lbs): Cylinder Unit Weight Ib/ft' : 26 8.49 145.8 High/Low Temperature: 83' F/68° F. Air entrainment added to the mix at the plant. Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 10/25/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 9/27/2022 CN FIELD TEST RESULTS (ASTM C31, C172) Cylinder Number 31 Location of Pour: Laboratory Technician SS North Side Generator Pad Behind Electrical Building Test Age Method of Date (Days) Curing 10/4/2022 7 Water Bath Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE Measured Cylinder Measured Diameter (in) Height 4.00 Cylinder (in) 8.03 APAC Arkhola 50707584 183 12:21 PM 1:15 PM 4 4 Area of Cylinder (in2) 12.57 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature ('F): Ambient Temperature ('F): Applied Compressive Load (lbs) Strength (psi) 81,300 6,470 340F407501 4,000 1 1/2 3.7 80 79 Percent of Design (%) 161.8 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 3 32 JS 10/25/2022 28 Water Bath 4.00 8.07 12.57 106,083 8,440 211.0 3 33 JS 10/25/2022 28 Water Bath 4.03 8.09 12.76 104,536 8,200 205.0 3 34 JS 10/25/2022 28 Water Bath 4.00 8.07 12.57 99,658 7,930 198.3 3 35 SP LABORATORY Cylinder Tested (#): Cylinder Weight (lbs): Cylinder Unit Weight Ib/ft' : 31 8.72 149.3 10 gallons of water added after sam lin . Steven J. Head, P.E. Principal / Geotechnical Department Head NEEMcCLELLAND CONSULTING ENGINEERS, INC. Project Name: Fayetteville - FYV Runway Rehab Project Location: Fayetteville, AR Client: Garver COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS (ASTM C31, C39, C172, C511, C617, C1231) Report Number: Report Date: MCE Project Number: 11 /2/2022 22-3319 Sample Date: Sampled By: 1580 East Stearns Street Fayetteville, Arkansas 72703 Office (479) 443 2377 CTTP Lab Number: 914810 mce us corn 10/5/2022 JS FIELD TEST RESULTS (ASTM C31, C172) Cylinder Number 36 Location of Pour: Laboratory Technician JS Runway Rehab Sidewalk Concrete Supplier: Ticket Number: Truck Number: Time Batched: Time Sampled: Yards on Truck (yd'): Cumulative Yardage (yd'): COMPRESSIVE STRENGTH Test Age Method of Measured Cylinder Measured Date (Days) Curing Diameter (in) Height 10/12/2022 7 Water Bath 4.01 Cylinder (in) 8.06 APAC Arkhola 50707737 172 1:09 PM 2:00 PM 10 10 TEST RESULTS Area of Cylinder (in') 12.63 Class: Design Strength (psi): Slump (in): Air Content (%): Concrete Temperature ('F): Ambient Temperature ('F): Applied Compressive Load (lbs) Strength (psi) 59,855 4,740 340F407501 4,000 4 112 6.0 80 83 Percent of Design (%) 118.5 (ASTM C143) (ASTM C231) (ASTM C1064) Type of Fracture 2 37 SS 11/2/2022 28 Water Bath 4.01 8.04 12.63 81,170 6,430 160.8 3 38 SS 11/2/2022 28 Water Bath 4.02 8.03 12.69 79,364 6,250 156.3 3 39 SS 11/2/2022 28 Water Bath 4.01 8.02 12.63 78,122 6,190 154.8 3 40 SP LABORATORY Cylinder Tested (#): Cylinder Weight (lbs): Cylinder Unit Weight Ib/ft' : 36 8.54 145.0 High/Low Temperature: 84' F/46' F. Air entrainment and WRA added to the mix at the plant. Steven J. Head, P.E. Principal / Geotechnical Department Head OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 rvConstruction Progress and Inspection Report Period Ending 05/15/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 7 I Last Working Day Charged (Date): 5/15/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny, dry with highs in the 80's. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 0% Generator Installation 0% ATCT Controls 0% Phase 1A Sign Replacement 0% Phase 1 B Sign Replacement 0% Phase 1C Sign Replacement 0% Phase 1D Sign Replacement 0% 4. Work Completed or In Progress this Period Electrical subcontractor (Broadway) mobilized to the site. Pre -cast sign base assemblies were prepared in the staging area including forms, reinforcing steel, light bases, and miscellaneous electrical components. Sign base assemblies were inspected and accepted. Concrete will be placed for the pre -cast sign bases next week. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Continue pre -cast sign base construction. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) None. SPONSOR'S INSPECTOR OR REPRESENTATIVE I Date Typed or Printed Name and Title: Signature: 5/15/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 rvConstruction Progress and Inspection Report Period Ending 05/22/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 14 I Last Working Day Charged (Date): 5/22/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny, dry with highs in the 80's. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 0% Generator Installation 0% ATCT Controls 0% Phase 1A Sign Replacement 0% Phase 1 B Sign Replacement 0% Phase 1C Sign Replacement 0% Phase 1D Sign Replacement 0% 4. Work Completed or In Progress this Period Electrical subcontractor (Broadway) finished all work associated with pre -cast sign base assemblies for sign replacements. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) QA and QC sampling performed in accordance with P-610. No out of tolerance tests. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Vault area including site preparation and foundation installation. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) None. SPONSOR'S INSPECTOR OR REPRESENTATIVE I Date Typed or Printed Name and Title: Signature: 5/22/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 4") Construction Progress and Inspection Report Period Ending 05/29/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 21 I Last Working Day Charged (Date): 5/29/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Precipitation 5/24 (0.25"), 5/25 (1.0"), 5/26 (0.5") and 5/27 (0.1") 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 0% Generator Installation 0% ATCT Controls 0% Phase 1A Sign Replacement 0% Phase 1 B Sign Replacement 0% Phase 1 C Sign Replacement 0% Phase 1 D Sign Replacement 0% 4. Work Completed or In Progress this Period Wet site conditions limited to coordination for upcoming vault site preparation. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Vault area including site preparation and foundation installation. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Contract time will be evaluated/adjusted for days Contractor unable to work in May. SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 5/29/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 rvConstruction Progress and Inspection Report Period Ending 05/29/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 18 I Last Working Day Charged (Date): 6/05/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny with highs in the 70's mid 80's 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 5% Generator Installation 0% ATCT Controls 0% Phase 1A Sign Replacement 0% Phase 1 B Sign Replacement 0% Phase 1C Sign Replacement 0% Phase 1D Sign Replacement 0% 4. Work Completed or In Progress this Period Vault site preparation and coordination for trenching work for ATCT controls. Vault foundation excavation complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Vault foundation concrete placement and trenching for ATCT controls. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Ten days of suspended time requested by Contractor for days where no work performed in May. SPONSOR'S INSPECTOR OR REPRESENTATIVE I Date Typed or Printed Name and Title: Signature: 6/05/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 4") Construction Progress and Inspection Report Period Ending 06/12/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 25 I Last Working Day Charged (Date): 6/12/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Precipitation 6/6 (0.39"), 6/9 (1.24") and 6/10 (0.1") 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 10% Generator Installation 0% ATCT Controls 5% Phase 1A Sign Replacement 0% Phase 1 B Sign Replacement 0% Phase 1 C Sign Replacement 0% Phase 1 D Sign Replacement 0% 4. Work Completed or In Progress this Period Completed modifications/connections at existing manhole for future vault connections. Contractor began directional bore for communications line to the ATCT. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Complete directional bore to ATCT. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Contractor requested directional boring in lieu of trenching for connection from new vault to ATCT. Engineer approved this alternative at no additional cost to project. SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 6/12/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 4") Construction Progress and Inspection Report Period Ending 06/19/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 32 I Last Working Day Charged (Date): 6/19/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny and hot, highs in the upper 80's to mid 90's 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 15% Generator Installation 0% ATCT Controls 10% Phase 1A Sign Replacement 0% Phase 1 B Sign Replacement 0% Phase 1 C Sign Replacement 0% Phase 1 D Sign Replacement 0% 4. Work Completed or In Progress this Period Directional bore completed for communications line to the ATCT. Meter coordinated with the utility for new vault site. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Phase 1a sign replacements and asphalt control strip. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 6/19/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 rvConstruction Progress and Inspection Report Period Ending 06/26/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 39 I Last Working Day Charged (Date): 6/26/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny and hot, highs in the upper 80's to mid 90's 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 15% Generator Installation 0% ATCT Controls 10% Phase 1A Sign Replacement 100% Phase 1 B Sign Replacement 0% Phase 1C Sign Replacement 0% Phase 1D Sign Replacement 0% 4. Work Completed or In Progress this Period Phase 1a (TW Bravo south of the terminal apron) sign replacements complete. P-401 asphalt control strip installation comlete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) P-401 asphalt testing. Mat and core density results for the test strip will be available 6/27/22. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Phase 1d sign replacements scheduled early in the week with Phase 1b starting late in the week. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Revised plan and profile sheets issued to further refine areas requiring profile milling and leveling course. SPONSOR'S INSPECTOR OR REPRESENTATIVE I Date Typed or Printed Name and Title: Signature: 6/26/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 rvConstruction Progress and Inspection Report Period Ending 07/03/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 46 I Last Working Day Charged (Date): 7/03/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny and hot, highs in the upper 80's to mid 90's 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 15% Generator Installation 0% ATCT Controls 10% Phase 1A Sign Replacement 100% Phase 1 B Sign Replacement 50% Phase 1C Sign Replacement 0% Phase 1D Sign Replacement 100% 4. Work Completed or In Progress this Period Phase 1d sign replacements complete on TW Echo and TW Golf. Phase 1b sign replacements approximately halfway complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) P-401 asphalt test results received for control strip placement. Control strip approved. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Finish Phase lb sign replacements and begin Phase 1 c sign replacements. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) None. SPONSOR'S INSPECTOR OR REPRESENTATIVE I Date Typed or Printed Name and Title: Signature: 7/03/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 rvConstruction Progress and Inspection Report Period Ending 07/10/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 47 I Last Working Day Charged (Date): 7/10/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny and hot, highs in the upper 80's to mid 90's 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 15% Generator Installation 0% ATCT Controls 10% Phase 1A Sign Replacement 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1D Sign Replacement 100% 4. Work Completed or In Progress this Period Phase 1b and Phase 1c sign replacements complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Finalize all pre runway closure sign replacement activities. Resume work on ATCT controls. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Contract time suspended 6 days for days unable to work in June. SPONSOR'S INSPECTOR OR REPRESENTATIVE I Date Typed or Printed Name and Title: Signature: 7/10/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 (1 Construction Progress and Inspection Report Period Ending 07/17/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 11. Contract Time: 85 days I No. Days Charged to Date: 54 I Last Working Day Charged (Date): 7/17/2022 I 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny and hot, highs in the upper 80's to mid 90's 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1 Only) Vault Installation 15% Generator Installation 0% ATCT Controls 10% Phase 1A Sign Replacement 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Sign replacements completed outside of RSA at TW E west of Runway 16-34. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period The Contractor demobilized from the site June 13th. Work will resume at the time of the scheduled runway closure. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 7/17/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending 1 vr Construction Progress and Inspection Report 07/17/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville - Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 61 Last Working Day Charged (Date): 7/24/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Sunny and hot, highs in the upper 80's to mid 90's 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2) Vault Installation 15% Pavement Removal 0% Generator Installation 0% Milling 30% ATCT Controls 10% Crack Sealing & Paving Fabric 0% Phase 1A Sign Replacement 100% Runway & Taxiway Paving 0% Phase 113 Sign Replacement 100% Runway & Taxiway Edge Lights 10% Phase 1C Sign Replacement 100% Sign Replacement (in RSA) 10% Phase 1D Sign Replacement 100% Edge Grading & Restoration 0% 4. Work Completed or In Progress this Period Runway 16-34 closed at 6:OOPM Friday July 22nd. Contractor installed barricades and runway closure markers. Two existing storm drain crossings removed and reinstalled. Milling started on east half of runway. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) Compaction of trench backfill and P209 base course complete at storm drain crossings. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Milling, surface preparation, and runway paving. Electrical work on the west side of the runway to include runway edge light removal and replacement and sign removal and replacement. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 7/24/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending Obw Construction Progress and Inspection Report 07/31/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 68 Last Working Day Charged (Date): 7/31/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Moderate to heavy rainfall on 7/29 (>1"), 7/30 (>0.5") and 7/31 (>2"). 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2a) Vault Installation 15% Pavement Removal 50% Generator Installation 0% Milling 100% ATCT Controls 10% Crack Sealing & Paving Fabric 40% Phase 1A Sign Replacement 100% Runway & Taxiway Paving 20% Phase 113 Sign Replacement 100% Runway & Taxiway Edge Lights 35% Phase 1C Sign Replacement 100% Sign Replacement (in RSA) 35% Phase 1D Sign Replacement 100% Edge Grading & Restoration 0% 4. Work Completed or In Progress this Period Milling completed for runway and taxiway connectors. Crack seal completed and paving fabric installed for east half of the runway. First two lanes of P-401 runway paving complete. Runway edge lights and sign replacements in progress along the west side of the runway. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) P-401 asphalt testing completed for Lot 1 (first two paving lanes). Test results meet project specifications. 5b. Material (Identify material subject to pay reduction.) None. 6. Description of Anticipated Work by Contractor for Next Period Runway and taxiway paving. Electrical work to progress to the east side of the runway. Edge grading, restoration, and temporary pavement markings anticipated to start late next week. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 7/31/22 Kyle Bennett Project Manager FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending 1 vr Construction Progress and Inspection Report 08/07/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville - Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 75 Last Working Day Charged (Date): 8/07/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) Rainfall on 8/4 (>0.5). 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2a) Vault Installation 50% Pavement Removal 100% Generator Installation 0% Milling 100% ATCT Controls 10% Crack Sealing & Paving Fabric 100% Phase 1A Sign Replacement 100% Runway & Taxiway Paving 100% Phase 113 Sign Replacement 100% Runway & Taxiway Edge Lights 90% Phase 1C Sign Replacement 100% Sign Replacement (in RSA) 90% Phase 1D Sign Replacement 100% Edge Grading & Restoration 40% 4. Work Completed or In Progress this Period Electrical vault delivered and installed on foundation. Crack seal, paving fabric, and P-401 paving complete. Runway and taxiway edge lights complete excluding final connections. Temporary markings completed. Edge grading, sodding, and seeding underway. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) P-401 asphalt testing completed for Lots 2 through 5. P-209 aggrege base tested for compaction where pavement reconstructed at Taxiway D and blast pads. All test results meet project specifications. 5b. Material (Identify material subject to pay reduction.) None pending final profilograph and survey results. 6. Description of Anticipated Work by Contractor for Next Period Finish edge grading and restoration and final electrical work on runway and taxiway edge lights. Project inspection/FOD walk followed by reopening of the runway. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Rain days required one additional day of Contract time be added to Phase 2A. Additional day coordinated with the airport, tower, and FAA tech ops. SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 8/7/22 Kyle Bennett Project Manager FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 1 vr Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 08/14/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville - Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2a) Vault Installation 50% Pavement Removal 100% Generator Installation 0% Milling 100% ATCT Controls 10% Crack Sealing & Paving Fabric 100% Phase 1A Sign Replacement 100% Runway & Taxiway Paving 100% Phase 113 Sign Replacement 100% Runway & Taxiway Edge Lights 100% Phase 1C Sign Replacement 100% Sign Replacement (in RSA) 100% Phase 1D Sign Replacement 100% Edge Grading & Restoration 100% 4. Work Completed or In Progress this Period Runway and taxiway edge lights complete. Edge grading, sodding, and seeding complete. Runway reopened August 8t" at 10:OOPM CDT. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period None. Contract time suspended starting August gt" 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 8/14/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Obw Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 08/21/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 50% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 113 Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1D Sign Replacement 100% 4. Work Completed or In Progress this Period None. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Electrical subcontractor plans to work on vault equipment installation and complete preliminary work for ATCT lighting panel replacement. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 8/21/22 Kyle Bennett Project Manager �1 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Obw Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 08/28/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1D Sign Replacement 100% 4. Work Completed or In Progress this Period Vault equipment installation complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period None. Remainder of work to be completed during Phase 213 planned to start October 3ra 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 8/28/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Obw Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 09/04/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1D Sign Replacement 100% 4. Work Completed or In Progress this Period No work this period. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period None. Remainder of work to be completed during Phase 213 planned to start October 3ra 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 9/04/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 12/10/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 134 Last Working Day Charged (Date): 12/08/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 100% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Marking corrections completed. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period N/A 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 12/10/23 Typed or Printed Name and Title: Kyle Bennett Project ManagerL Signature: / -- - V� FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 1 rConstruction Progress and Inspection Report r U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 09/011/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period No work this period. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period None. Remainder of work to be completed during Phase 2B planned to start October 3ra 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 9/011/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 1 rConstruction Progress and Inspection Report r U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 09/018/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period No work this period. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period None. Remainder of work to be completed during Phase 2B planned to start October 3ra 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 9/18/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 1 rConstruction Progress and Inspection Report r U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 09/25/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period No work this period. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period None. Remainder of work to be completed during Phase 2B planned to start October 3ra 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 9/25/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 10/2/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period No work this period. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period None. Phase 213 delayed until October 10t' due to grooving subcontractor availability. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 10/02/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 10/9/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 76 Last Working Day Charged (Date): 8/08/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 0% Generator Installation 0% Final Markings 0% ATCT Controls 10% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period No work this period. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Grooving for Phase 2B scheduled to start October 10c" 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 10/09/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending 1 rConstruction Progress and Inspection Report r 10/16/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 81 Last Working Day Charged (Date): 10/16/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.) Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 50% Generator Installation 90% Final Markings 0% ATCT Controls 100% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 0% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Runway grooving started. Grooving equipment broke down prior to completing work. Remainder of the work will be rescheduled pending equipment repairs. Electrician completed ATCT lighting control panel installation and set generator. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Grooving for Phase 2B scheduled to start October 10t" 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 10/16/22 Kyle Bennett Project Manager �) FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 10/23/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 85 Last Working Day Charged (Date): 10/23/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 0% ATCT Controls 100% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Runway grooving completed. Punch list items excluding restoration completed. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Final markings. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 10/23/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 10/30/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 91 Last Working Day Charged (Date): 10/29/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 25% ATCT Controls 100% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Marking removal and final markings in non -movement areas. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Continue markings. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 10/30/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 11/06/22 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 95 Last Working Day Charged (Date): 11/06/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 60% ATCT Controls 100% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Final markings. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Finish markings. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 11/06/22 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending re Construction Progress and Inspection Report 11/13/22 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 99 Last Working Day Charged (Date): 11/13/2022 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 75% ATCT Controls 100% Drainage Structure Replacement 0% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Final markings completed for runway. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Remaining markings in non -movement areas, punch list markings on Runway, and drainage structures to be completed after winter shut down. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 11/13/22 Kyle Bennett Project Manager FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 03/05/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 103 Last Working Day Charged (Date): 03/02/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 75% ATCT Controls 100% Drainage Structure Replacement 25% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Drainage box repairs. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) None. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Continue drainage box repairs. Marking contractor to mobilize for remaining marking work. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 03/05/23 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 03/12/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 107 Last Working Day Charged (Date): 03/09/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 50% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Drainage box repairs. Remainder of final markings completed. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) Contractor to submit final retroreflectivity test results. 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Continue drainage box repairs. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 03/12/23 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 03/19/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 111 Last Working Day Charged (Date): 03/16/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 75% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Drainage box repairs. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Finish drainage box repairs. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 03/19/23 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 03/26/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 115 Last Working Day Charged (Date): 03/23/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 50% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Drainage box repairs completed. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Runway closure to be scheduled to complete remainder of Phase 2a punch list items (restoration). 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 03/26/23 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 04/16/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 116 Last Working Day Charged (Date): 04/13/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Phase 2a punch list items complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Schedule final inspection. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 04/16/23 Typed or Printed Name and Title: Kyle Bennett Project Manager Signature: FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending re Construction Progress and Inspection Report 05/14/23 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 116 Last Working Day Charged (Date): 04/13/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Final inspection complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Final inspection punch list items including additional topsoiling, restoration, marking corrections. Additional runway closures to be scheduled to complete punch list items. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Transfer switch needed to complete generator installation continues to be delayed/backordered. Electrical subcontractor is evaluating alternate switch configuration and alternate suppliers. SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 05/14/23 Kyle Bennett _ Project Manager 0 FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending re Construction Progress and Inspection Report 07/30/23 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 117 Last Working Day Charged (Date): 07/27/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Punch list topsoiling and restoration. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Remaining punch list restoration items. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Transfer switch needed to complete generator installation continues to be delayed/backordered. Electrical subcontractor is evaluating alternate switch configuration and alternate suppliers. SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 07/30/23 Kyle Bennett -� Project Manager Of FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 Period Ending re Construction Progress and Inspection Report 08/06/23 U.S. Department Project Number of Transportation Airport Grant Program 3-05-0020-050-2021 Federal Aviation Administration Airport Name Fayetteville — Drake Field (FYV) Project Description Contractor's Name Runway Pavement and Lighting Rehabilitation Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 118 Last Working Day Charged (Date): 08/03/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Punch list topsoiling and restoration. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Remaining punch list restoration items. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Transfer switch needed to complete generator installation continues to be delayed/backordered. Electrical subcontractor is evaluating alternate switch configuration and alternate suppliers. SPONSOR'S INSPECTOR OR REPRESENTATIVE Date Typed or Printed Name and Title: Signature: 08/06/23 Kyle Bennett -� Project Manager Of FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 08/13/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 119 Last Working Day Charged (Date): 08/07/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 90% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period All punch list items complete excluding marking items. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Marking corrections and remaining electrical work. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) Transfer switch delivery date third week of September. SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 08/13/23 Typed or Printed Name and Title: Kyle Bennett Project ManagerL Signature: / -- - V� FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 10/01/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 123 Last Working Day Charged (Date): 09/27/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 95% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Final electrical work and vault decommissioning. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Remaining electrical work. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 10/01/23 Typed or Printed Name and Title: Kyle Bennett Project ManagerL Signature: / -- - V� FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 10/08/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 127 Last Working Day Charged (Date): 10/06/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 100% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Electrical work substantially complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Final electric inspections and demobilization. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 10/08/23 Typed or Printed Name and Title: Kyle Bennett Project ManagerL Signature: / -- - V� FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2022 re Construction Progress and Inspection Report U.S. Department of Transportation Airport Grant Program Federal Aviation Administration Period Ending 10/29/23 Project Number 3-05-0020-050-2021 Airport Name Fayetteville — Drake Field (FYV) Project Description Runway Pavement and Lighting Rehabilitation Contractor's Name Emery Sapp & Sons 1. Contract Time: 85 days No. Days Charged to Date: 132 Last Working Day Charged (Date): 10/29/2023 2. Brief Weather Summary this Period, including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs, include soil conditions.) No impacts to work schedule. 3. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc. Estimate of Work Completed to Date (Phase 1) Estimate of Work Completed to Date (Phase 2b) Vault Installation 100% Runway Grooving 100% Generator Installation 100% Final Markings 100% ATCT Controls 100% Drainage Structure Replacement 100% Phase 1A Sign Replacement 100% Phase 2a Punch List Items 100% Phase 1 B Sign Replacement 100% Phase 1C Sign Replacement 100% Phase 1 D Sign Replacement 100% 4. Work Completed or In Progress this Period Remaining electric subcontractor scope complete. 5a. Summary of Laboratory and Field Testing this Period (Note failing tests and any retests. Summarize out -of -tolerance.) 5b. Material (Identify material subject to pay reduction.) 6. Description of Anticipated Work by Contractor for Next Period Marking corrections. 7. Problem Areas/Other Comments (Include revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) SPONSOR'S INSPECTOR OR REPRESENTATIVE Date 10/29/23 Typed or Printed Name and Title: Kyle Bennett Project ManagerL Signature: / -- - V� FAA Form 5370-1 (7/21) SUPERCEDES PREVIOUS EDITION I> U.S. Department of Transportation %/ Federal Aviation Administration Performance Report Date Submitted: 10/15/2021 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 7/1/2021 Period End Date: 9/30/2021 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/1/2022 Airport Closure Phase Complete (Phase 2a) 8/8/2022 Night Closure Phase Complete (Phase 2B) 10/1/2022 Substantial Completion 11 /1 /2022 Submit FAA Grant Closeout Documents 12/31/2022 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. No slippage this period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 1/15/2022 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 10/1 /2021 Period End Date: 12/31 /2021 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/1/2022 Airport Closure Phase Complete (Phase 2a) 8/8/2022 Night Closure Phase Complete (Phase 2B) 10/1/2022 Substantial Completion 11 /1 /2022 Submit FAA Grant Closeout Documents 12/31/2022 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. No slippage this period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 4/15/2022 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 1 /1 /2022 Period End Date: 3/31 /2022 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/1/2022 Airport Closure Phase Complete (Phase 2a) 8/8/2022 Night Closure Phase Complete (Phase 2B) 10/1/2022 Substantial Completion 11 /1 /2022 Submit FAA Grant Closeout Documents 12/31/2022 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. No slippage this period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 7/15/2022 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 4/1/2022 Period End Date: 6/30/2022 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/8/2022 Night Closure Phase Complete (Phase 2B) 10/1/2022 Substantial Completion 11 /1 /2022 Submit FAA Grant Closeout Documents 12/31/2022 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. No slippage this period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 10/15/2022 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 7/1/2022 Period End Date: 9/30/2022 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 10/1/2022 Substantial Completion 11 /1 /2022 Submit FAA Grant Closeout Documents 12/31/2022 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. No slippage this period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. Change order 01 issued to add storm water improvement and repairs within the runway RSA to project scope. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 1/15/2023 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 10/1 /2022 Period End Date: 12/31 /2022 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 11/10/2022 Substantial Completion 5/30/2023 Submit FAA Grant Closeout Documents 7/31/2023 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. Electrical component (transfer switch) has been backordered with a reprorted delivery date in April 2023. Storm drainage scope items and remaining marking and restoration work will be completed following a winter shut down period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 4/15/2023 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 1 /1 /2023 Period End Date: 3/31 /2023 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 11/10/2022 Substantial Completion 5/30/2023 Submit FAA Grant Closeout Documents 7/31/2023 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. No slippage this period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 7/15/2023 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 4/1/2023 Period End Date: 6/30/2023 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 11/10/2022 Substantial Completion 10/31 /2023 Submit FAA Grant Closeout Documents 12/31/2023 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. Electrical component (transfer switch) delivery date delayed to September. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 10/15/2023 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 7/1/2023 Period End Date: 9/30/2023 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 11/10/2022 Substantial Completion 10/31 /2023 Submit FAA Grant Closeout Documents 12/31/2023 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. Electrical component (transfer switch) delivery date delayed to September. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 I> U.S. Department of Transportation %/ Federal Aviation Administration Performance Report Date Submitted: 1/15/2023 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 10/1 /2023 Period End Date: 12/31 /2023 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 11/10/2022 Substantial Completion 10/27/2023 Submit FAA Grant Closeout Documents 2/28/2024 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. Delayed receipt of final documentation from Contactor needed for closeout. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 1/15/2023 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 1 /1 /2024 Period End Date: 3/31 /2024 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 11/10/2022 Substantial Completion 10/27/2023 Submit FAA Grant Closeout Documents 2/28/2024 7/31/2024 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. Coordination of grant amendment for cost overruns. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 U.S. Department of Transportation Federal Aviation Administration Performance Report Date Submitted: 1/15/2023 Grant Number: 3-05-0020-050-2021 Airport: Fayetteville - Drake Field (FYV) Location: Fayetteville, Arkansas Submitted by: Kyle Bennett, Garver Reporting Period Period Start Date: 4/1/2024 Period End Date: 6/30/2024 Grant Period of Performance Grant Start Date: 9/7/2021 Grant End Date: 9/7/2025 OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Actual Accomplishments vs. Baseline Performance Goals Task Item Baseline Schedule Revised Schedule Completion Date Grant Agreement Executed 9/7/2021 Construction Notice to Proceed 5/9/2022 Airport Closure Phase Complete (Phase 2a) 8/9/2022 Night Closure Phase Complete (Phase 2B) 11/10/2022 Substantial Completion 10/27/2023 Submit FAA Grant Closeout Documents 2/28/2024 7/31/2024 FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 1 of 4 Explanation for Slippage of Goals Provide explanation for tasks when baseline goals are not met. Provide revised schedule based on estimated impact of slippage for all subsequent task items. No slipppage this period. Summary of Cost Overruns Provide summary of additional costs, change orders, etc. for this period. No cost overruns this period. Impact to Other Airport Improvement Program (AIP) Funded Projects (Check one) Q No Impact (Check only if there is no impact to other AIP funded projects.) ❑ Potential Impact (Check and identify below impacts to other AIP funded projects.) Impacts to Passenger Facility Charge (PFC), Facilities and Equipment (F&E) or Owner -Funded Projects (Check one) Q No Impact (Check only if there is no impact to PFC, F&E, or Owner -funded projects.) ❑ Potential Impact (Check and identify below impacts to PFC, F&E or Owner -funded projects.) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 2 of 4 Performance Report Terminology Baseline Schedule: Anticipated date for individual tasks the Sponsor establishes at the time of grant execution. Grant End Date: The end date of the grant period of performance; generally 1,460 days from the grant start date. Grant Start Date: Date on which Sponsor executed the grant agreement. Performance Goal: A target level of performance against which actual achievement can be compared (2 CFR § 200.76). Period of Performance: Time during which the sponsor may incur new obligations to carry out project. Potential Impact: The effect delays on this AIP project may have on other projects at the airport. Reporting Period: Intermediary timeframe that current report addresses. Revised Schedule: New date established for task as the result of schedule slippage. Performance Reporting Requirement Non -Construction Projects A sponsor must submit a Performance Report at least annually, but not more than quarterly, until the grant period of performance end date or upon completion of the non -construction project (2 CFR § 200.328). The FAA may require submittal of the Performance Report at a greater frequency (e.g. monthly) for a sponsors the FAA deem are at an elevated risk for non-compliance with grant terms and conditions (2 CFR §200.328 and § 200.338). The sponsor must submit each Performance Report within 30 days of the end of the reporting period. Sponsors must not submit the Performance Reports in batches at the end of the project. If a significant development, such as a major schedule or project cost change, occurs between Performance Reports, the sponsor must notify the FAA Airport District Office ADO. The FAA ADO may require the Sponsor to submit an additional Performance Report to assure effective compliance with federal requirements. Tracked accomplishments will vary per the type of project. The following examples list common milestones the FAA expects sponsors to monitor per specific project types. Sponsor may track additional milestones that measure project performance for their own benefit. 1. Design Only Projects: • Establishment of A/E contract • Notice -To -Proceed to Architecture/Engineering (A/E) firm • Final plans and specifications • Submit Design Grant Closeout (SF-271, Invoices) FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 3 of 4 2. Land Projects • Complete property Closure • Record grant with local Register of Deeds • Submit Grant Closeout Documentation (including Exhibit A property map) 3. Planning Projects • Establish planning consultant agreement • Approval of Critical Design Aircraft/Forecast • Review Documents Completed • Final Signed Documents • Submit Grant Closeout Documentation 4. Equipment (Non -construction) • Solicit for bids • Award of Contract • Acceptance inspection • Submit grant closeout documentation Construction Projects The FAA has determined that sponsor submittal of FAA Form 5370-1, Construction Progress and Inspection Report, satisfies the performance reporting requirement. FAA Form 5370-1 is discussed in more detail in the current version of Advisory Circular 150/5370-6, Construction Progress and Inspection Report — Airport Improvement Program (AIP). 2 CFR § 200.328 (49 CFR § 18.40) is not explicit on the frequency of performance reporting on construction projects. Per FAA policy, the sponsor must submit FAA Form 5370-1 to the ADO at least quarterly, however, the ADO has the option to require the sponsor submit these reports on a more frequent basis. Per FAA policy, the quarterly frequency for this report will generally provide adequate ADO monitoring for construction projects. • The sponsor must submit FAA Form 5370-1 to the ADO for each fiscal quarter until the construction project is complete. • The sponsor must submit each FAA Form 5370-1 within 30 days of the end of the quarter (not in batches or at the end of the project). • The sponsor must include the certified percentage -of -completion information on FAA Form 5370-1. If not, the ADO must require the sponsor to resubmit the form with this information. • If a major project or schedule change occurs between the reporting cycles, the sponsor must submit an out of cycle FAA Form 5370-1 to the ADO. FAA Form 5100-140 (8/20) SUPERSEDES PREVIOUS EDITION Page 4 of 4 It:7