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Home My WebLink About37-22 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 37-22 File Number: 2022-0034 RFQ #21-01, SELECTION #2 GTS, INC. - 2019 CULTURAL ARTS CORRIDOR BOND PROJECT: A RESOLUTION TO APPROVE A MATERIALS TESTING CONTRACT WITH GTS, INC. IN THE AMOUNT OF $100,780.00 FOR MATERIALS TESTING SERVICES ASSOCIATED WITH THE REPLACEMENT PARKING DECK FOR THE CULTURAL ARTS CORRIDOR PHASE I, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $10,000.00, AND TO APPROVE A BUDGET ADJUSTMENT - 2019 CULTURAL ARTS CORRIDOR BOND PROJECT 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 Materials Testing Contract with GTS, Inc. in the amount of $100,780.00, pursuant to RFQ 21-01, Selection #2, for materials testing services associated with the replacement parking deck for the Cultural Arts Corridor Phase I, and further approves a project contingency in the amount of $10,000.00. Section 2: 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 2/1/2022 Page 1 Printed on 2W22 Resolution: 37-22 File Number. 2022-0034 Attest: OAIItIIIFF►r► r .. ►r .r� G • R K .� A, C 1 T N O�•'JG: Kara Paxton, City Clerk Treasurq Page 2 Printed an W2122 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 Text File File Number: 2022-0034 Agenda Date: 2/1/2022 Version: 1 Status: Passed In Control: City Council Meetinq File Type: Resolution Agenda Number: A.15 RFQ #21-01, SELECTION #2 GTS, INC. - 2019 CULTURAL ARTS CORRIDOR BOND PROJECT: A RESOLUTION TO APPROVE A MATERIALS TESTING CONTRACT WITH GTS, INC. IN THE AMOUNT OF $100,780.00 FOR MATERIALS TESTING SERVICES ASSOCIATED WITH THE REPLACEMENT PARKING DECK FOR THE CULTURAL ARTS CORRIDOR PHASE I, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $10,000.00, AND TO APPROVE A BUDGET ADJUSTMENT - 2019 CULTURAL ARTS CORRIDOR BOND PROJECT 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 Materials Testing Contract with GTS, Inc. in the amount of $100,780.00, pursuant to RFQ 21-01, Selection #2, for materials testing services associated with the replacement parking deck for the Cultural Arts Corridor Phase I, and further approves a project contingency in the amount of $10,000.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. City of Fayetteville, Arkansas Page 1 Printed on 21212022 Wade Abernathy Submitted By City of Fayetteville Staff Review Form 2022-0034 Legistar File ID 2/1/2022 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 1/14/2022 FACILITIES MANAGEMENT (140) Submitted Date Division / Department Action Recommendation: Approve Materials Testing Services Agreement with GTS, Inc. Pursuant to RFQ# 21-01, Selection #2 in the amount of $100,780 and a $10,000 contingency for materials testing related to the replacement parking deck for the Cultural Arts Corridor Phase 12019 Bond project and approve a budget adjustment. Budget Impact: 4608.860.7820-5860.02 Arts Corridor 2019 Bonds Account Number Fund 46080.7820 Arts Corridor 2019 Bonds - Parking Project Number Project Title Budgeted Item? Yes Current Budget $ 11,381,017.00 Funds Obligated $ 11,337,286.80 Current Balance I 43,730.20 Does item have a cost? Yes Item Cost $ 110,780.00 Budget Adjustment Attached? Yes Budget Adjustment $ 110,780.00 Remaining Budget 43,730.20 V20210527 Purchase Order Number: Previous Ordinance or Resolution # Change Order Number: Approval Date: Original Contract Number: Comments: CITY OF FAYETTEVILLE ARKANSAS MEETING OF FEBRUARY 1, 2022 TO: Mayor and City Council THRU: Susan Norton, Chief of Staff Paul Becker, Chief Financial Officer CITY COUNCIL MEMO FROM: Wade Abernathy, Director Bond and Construction Projects DATE: January 14, 2022 SUBJECT: Materials Testing Services Agreement for Replacement Parking RECOMMENDATION: Staff Recommends approval of a Materials Testing Services Agreement with GTS, Inc. pursuant to RFQ#21-01, Selection #2 in the amount of $100,780.00 and a contingency of $10,000 for materials testing and concrete placement observation related to the replacement parking deck for the Cultural Arts Corridor Phase 12019 Bond Project and approval of a budget adjustment. BACKGROUND: November 2021, Council passed resolution 284-21 approving Nabholz Inc., contract Change Order for the early grading package for the replacement parking deck. December 2021, Council passed resolution 309-21 approving Nabhohz Inc., contract Change Order for the GMP for the replacement parking deck. DISCUSSION: Materials testing is a required to ensure the materials are placed in accordance with the Engineers Specifications. GTS was selected thru our Purchasing RFQ process in early 2021. The scope of their services include earthwork testing, drilled piers inspections, structural concrete and post tension inspections, structural steel inspections, and concrete placement observations. BUDGET/STAFF IMPACT: A Budget Adjustment will move funds from the Phase 1 Arts Corridor Bond Unallocated Budget (46080.7999) to the Arts Corridor Parking project (46080.7820). Attachments: Materials Testing Agreement Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 1915 North Shiloh Drive, Suite 1 Licensed: Fayetteville, Arkansas 72704 Arkansas • Oklahoma • Missouri • Texas GTS, Inc. Office: (479) 521-7645 Kansas • Louisiana • Arizona • Kentucky G—tech.k.f a Testing Services www.gtsconsulting.net January 6, 2022 CITY OF FAYETTEVILLE ARKANSAS 125 West Mountain Street Fayetteville, Arkansas 72701 Attention: Mr. Wade Abernathy Re: Special Inspections and Materials Testing Services Proposal Downtown Parking Deck Fayetteville, Arkansas No. GTS1211093 Mr. Abernathy: GTS, Inc. appreciates the opportunity to perform Special Inspections and Construction Materials Testing (CMT) Services for the planned Fayetteville Downtown Parking Deck project. This is our understanding of our scope of services for the structure, and the total fees anticipated based on the project schedule and trips to the site. It is understood and agreed to that an amendment will be issued if the below quantities need to be adjusted. Sincerely, GTS, In c. G—technle,16 reefing Services r Jason Williams, P.E. Project Engineer Copies to: addressee David Berry, P.E. President Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence City of Fayetteville Downtown Parking Structure Fayetteville, Arkansas GTS Proposal No. GTS1211093 Page 2 of 8 PROJECT SUMMARY GTS, In c. Geatechnicat & Testing Services The project site is in downtown Fayetteville along West Avenue north of Dickson Street. GTS Inc. understands that this project will consist of new construction of a 6-tier parking deck totaling 140,000 square feet. Each level is roughly 23,000 square feet. The ground level will consist of a retail space, mechanical room and planned police station area. The retail space is currently planned to remain unfinished for this project. Civil improvements will include underground utilities and new asphalt pavements and improvements along West Avenue. The structure will be supported on a pier/grade beam foundation system. Construction will also include cast -in -place concrete columns and post -tensioned concrete slabs. elevator shafts and stairwell structures that will consist of cast -in -place concrete walls extend to the roof level. A stair tower is planned on the north side of the building. An elevator tower with two elevator shafts and a stairwell is planned at the south side of the building. The south elevator tower is to consist of reinforced CMU construction. A structural steel colonnade is planned along the east perimeter of the structure. Reinforced CMU walls are located at the ground level for the mechanical room and Tier 3 of the structure. Earthwork is planned to consist of undercutting the existing fill soils and supporting floor slabs with a minimum of 3 feet of new fill material per the provided geotechnical report. SCOPE OF SERVICES AND FEES GTS, Inc. has reviewed the specifications regarding testing frequencies and testing requirements provided by Olsson engineering and Walker Consultants. Based on the review, the parking deck structural plans and our understanding of the construction schedule provided by Nabholz combined with our experience on previous projects, CMT and Special Inspection Services for this project are anticipated to include the following scope: Earthwork Testing • GTS will provide engineering support and field staff to evaluate and consult when problematic soil conditions are encountered. • GTS will provide field technicians to perform field density testing of imported fill soils. • Perform soil laboratory testing services for proposed fill soils at the project site. • Undercut and replace 3 feet of new fill within the building pad per project documents Trips • Proofroll and/or Subgrade Evaluations by Staff Engineer — 5 total • Undercut and replace 3 feet of new fill within the building pad as recommended in the Geotechnical Report — 6 trips • Subgrade and Base Density Testing in Pavement Areas - 7 trips • Trench Backfill at Utility Street Crossing and Storm Drain Backfill (assuming compacted backfill)— 15 trips • Ramp and wall backfill — 5 trips • Soil and Base Samples — 2 proctors with sieve analysis and Atterberg limits tests Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence City of Fayetteville Downtown Parking Structure Fayetteville, Arkansas GTS, In c. GTS Proposal No. GTS1211093 Geatechnicat &Testing Services Page 3 of 8 Drilled Pier Foundations The construction schedule details 30 days for foundation pier drilling. We anticipate providing the following: • Full-time inspection of drilled pier deep foundations by a Staff Engineer or Geologist including verification of plumbness, diameters, lengths, socket embedment and suitable bearing material and additional information as outlined in specification section 31 63 29, Item B • Inspect pier reinforcing steel cages for number of bars, diameter, size and spacing • Sample and test plastic concrete per project specifications. Testing of the plastic concrete will include casting of concrete cylinders for testing of compressive strength, testing of its slump, air content, and temperature. Drilled Pier Inspection and Testing Services We understand the schedule for drilled pier installation of 30 working days We anticipate providing full-time staff during installation of drilled piers for 30 days We estimate concrete placement occurring each day of pier drilling and casting 1 set of cylinders resulting in 30 sets of concrete cylinders Structural Concrete Inspection and Testing For budgeting purposes, we have separated the structural concrete at the ground level from the remaining tiers. Additionally, a testing scope and budget for the post -tensioned slabs is outlined on the following page. GTS proposes the following for concrete related inspections and testing: • Perform observations of structural concrete reinforcing elements for location, number of bars, size and spacing. • Sample and test plastic concrete per project specifications. Testing of the plastic concrete will include casting of concrete cylinders for testing of compressive strength, testing of its slump, air content, and temperature. Per specifications, 3 sets of cylinders per 100 cubic yards of concrete placed • Provide on -site curing box for concrete specimens and perform site visits to pick-up concrete specimens for further laboratory compressive strength testing. • Perform laboratory compressive strength tests on cured concrete cylinders. Ground Level Structural Concrete - Grade Beams, Walls, Columns The construction schedule details approximately 30 days of construction for the foundation grade beams and 14 days for construction of the concrete columns. Roughly 1,225 linear feet of foundation grade beams is planned. A total of 39 concrete columns is planned for the ground level. Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence City of Fayetteville Downtown Parking Structure Fayetteville, Arkansas GTS Proposal No. GTS1211093 Page 4 of 8 Trips — Ground Level GTS, In c. Geatechnicat & Testing Services • Grade Beams and Pier Caps Foundations — 10 trips for reinforcing steel inspections and 10 trips for concrete field testing casting a total of 10 sets of cylinders • Concrete Walls and Bumper Walls — 4 trips for reinforcing steel inspections and 4 trips for concrete field testing casting a total of 4 sets of cylinders • Concrete Columns - 5 trips for reinforcing steel inspections and 5 trips for concrete field testing casting a total of 5 sets of cylinders (8 columns poured per concrete placement) • Garage Slab on Grade (100 CY) — 1 trip sampling 3 sets of cylinders • Mechanical Room Slab on Grade — 1 trip and 1 set of cylinders • Garage Ramp Slab on Grade — 1 trip and 1 set of cylinders • Retaining Wall at West side of Building - 1 trip and 1 set of cylinders Structural Concrete - Tiers 2 thru Tier 6 The construction schedule details approximately 60 days of construction to erect each elevated floor. Each level has been divided into two (2) areas. The following information was provided regarding the construction schedule: - 14 days to install rebar and PT tendons (two (2) sperate 7-day durations) - 14 days to construct and pour concrete 36 columns (two 7-day durations) - 2 slab pours Estimated Trips — Tiers 2 thru Tier 6 • Concrete Columns — 2 pours per 7-day period resulting in a total of 4 pours per tier resulting in a total of 24 column pours and 24 sets of cylinders • Slab Pour-Backs/Infill, Structural Upturn Beam — 3 pours per tier resulting in 15 concrete placements and 15 sets of cylinders. Post Tensioned Concrete Slab Testing and Inspections • GTS employees 4 certified Post Tensioning Institute (PTI) inspectors. These inspectors will perform inspections of PT cables and slab reinforcement prior to concrete pours. • GTS PTI inspectors will observe stressing operations of PT cables and record elongations. • Provide certified technicians to sample and test plastic concrete per project specifications. Testing of the plastic concrete will include casting of concrete cylinders for testing of compressive strength, testing of its slump, air content, and temperature. Per specifications, 3 sets of cylinders per 100 cubic yards of concrete placed • Based the project documents and previous experience with Walker Consultants, 9 cylinders per set is required (3 cylinders will be field cured) • Provide on -site curing box for concrete specimens and perform site visits to pick-up concrete specimens for further laboratory compressive strength testing. • Perform laboratory compressive strength tests on cured concrete cylinders. Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence City of Fayetteville Downtown Parking Structure Fayetteville, Arkansas GTS Proposal No. GTS1211093 Page 5 of 8 The following was used to develop a budget for the PT slab inspections and testing: GTS, In c. Geatechnicat & Testing Services - The construction schedule and structural plans outline two (2) PT slab pours per tier. A total of 11 PT slab pours are planned. Slab pours are roughly 200-300 cubic yards. - Construction schedule outlines 1 day of PT tendon stressing per slab pour (11 days of stressing operations) Trips (PT Slabs and Beams) • Slab pre -pour rebar and PT cable inspections - 11 trips by PTI inspector from GTS • PT Slab Pours - 11 pours sampling 9 sets of cylinders resulting in a total of 99 sets of cylinders • PT Stressing operations - 11 full-time days by certified GTS PTI Inspector Concrete Testing - Civil Items and Pavement Approaches • Sample and test plastic concrete per City of Fayetteville specifications. Testing of the plastic concrete will include casting of concrete cylinders for testing of compressive strength, testing of its slump, air content, and temperature. 1 set of 5 test cylinders will be cast • Provide on -site curing box for concrete specimens and perform site visits to pick-up concrete specimens for further laboratory compressive strength testing. • Perform laboratory compressive strength tests on cured concrete cylinders. Estimated Trips • Commercial Driveway Apron on West - 1 trip and 1 set of cylinders • Colonnade Sidewalk - 3 trips and 3 sets of cylinders • Sidewalk along the South Side of Building - 2 trips and 2 sets of cylinders • Curb and Gutter - 3 trips and 3 sets of cylinders • Transformer Pad and Dumpster Pad - 1 trip and 1 set of cylinders • Storm Inlet structures - 2 trips Structural Steel Inspections • Inspection of structural steel elements by a Certified Welding Inspector including bolted connections • Observe structural steel related items in accordance with Item B on Sheet S0.01 • A formal report will be generated documenting field inspections Trips • North Stair Tower: Structural Steel Observations - 2 trips • South Stair Tower: HSS Weld Connections and Structural Steel Observations - 2 trips Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence City of Fayetteville Downtown Parking Structure Fayetteville, Arkansas GTS Proposal No. GTS1211093 Page 6 of 8 GTS, In c. Geatechnicat & Testing Services • Colonnade Structure: Welded Connections and Structural Steel Observations — 3 trips • Ground Level and Tier 3 Top of CMU Masonry Connection to bottom of Beam and PT Slab — 2 trips RECOMMENDED ADDITIONAL INSPECTION AND TESTING (Per Sheet S0.3) Although not requested, GTS is providing a scope to inspect masonry construction and perform testing services. Project structural sheet S0.01 identifies certain items to require verification and special inspection which include masonry construction items and guardrail strand inspections. Detailed inspections will be required considering the vast amount of reinforcing steel present within these walls and full grouting. Guardrail Strands for the parking deck require additional inspection and testing per project plans. This is outlined on the following page. Considering the frequency of testing for laboratory cylinders and anticipating the expediency of concrete pours, GTS is recommended a second technician to provide continuous monitoring of concrete placement and discharge of concrete during placement pours. Masonry Construction Inspections and Testing • Inspect the installation of reinforcing steel for masonry foundation walls, masonry unit cell for cleanliness, observation of mortar and expansion joints, and performing sampling and testing of grout and mortar. • Perform laboratory compressive strength tests on cured grout and report results. • We anticipate the following for the South Stair Tower: Anticipate low -lift -grouting resulting in 3 grout lifts per pour. GTS to inspect rebar prior to grout placement resulting in 7 tiers and the roof level with 19 trips Estimate 1 set of grout prims per tier — 8 total grout sets • We anticipate the following for the Mechanical Room and planned Police Area: • 5 trips to inspect masonry construction and reinforcing steel • 3 samples of grout obtained for grout prisms • We anticipate the following for the Tier 3 West CMU Walls: • 3 trips to inspect masonry construction and reinforcing steel • 1 sample of grout obtained for grout prisms Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence City of Fayetteville Downtown Parking Structure Fayetteville, Arkansas GTS Proposal No. GTS1211093 Page 7 of 8 Guardrail Strands Inspections GrTS, In c. Geatechnicat & Testing Services • Verify material and inspect placement of strands • Continually observe stressing to seat wedges and stressing forces • Perform periodic inspection of corrosion protection and sealing of sleeves in columns. Trips • Estimate 10 hours of inspections for stressing operations for the project • Assume stressing per level will occur on separate days resulting in 10 site visits • Provide summary report of stressing and field observations Continuous Observation During Concrete Slab Pours Structural Sheet S0.01 identifies required continuous inspections of concrete placement for proper application and techniques. Considering the sampling frequency of concrete (3 sets per 100 cubic yards) and our past experience on large concrete placement pours, a second technician is typically required to provide continuous observation. For concrete slab pours, we estimate a second technician will be required on -site for 4-5 hours to perform this observation. We recommend a budget of $3,250 be allocated for this task. Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence City of Fayetteville Downtown Parking Structure Fayetteville, Arkansas GTS Proposal No. GTS1211093 Page 8of8 COST - PARKING STRUCTURE E S, In c. kd i Tooting gorvlaaa Based on the information outlined in this proposal, GTS, Inc. has prepared a budget for Testing and Special Inspection Services for this Parking Garage are summarized in the table below. We have appended a breakdown of these fees tabulated on the following pages. Item Amount Earthwork Testing $4,800 Drilled Piers Inspection and Concrete Testing $28,902 Structural Concrete Testing and PT Inspections $48,723 Civil Related Concrete Testing $3,200 Structural Steel Inspections $3,270 Requested Scope - Subtotal $88,895 Additional Recommended Scope Recommended Masonry and Guardrail Strand Inspections (required by structural drawings) $8,635 Additional Staffing for Continuous Observation during large concrete placement pours $3,250 Total $100,780 GT BY Ma Date 111312.1, S, Inc. Date r �2 Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence GTS, In c. TESTING BUDGET REQUESTED SPECIAL INSPECTIONS AND TESTING SERVICES DOWNTOWN PARKING DECK CITY OF FAYETTEVILLE FAYETTEVILLE, ARKANSAS FIELD SERVICES Units Qty. Unit Price Extension Soil and Base Density Technician hour) 50 $50.00 $2,500.00 Staff Engineer-Proofrolls/Subgrade Evaluation hourly 10 $90.00 $900.00 Reinforcing Steel Inspections hourly 120 $90.00 $10,800.00 Concrete Field Technician hourly 230 $50.00 $11,500.00 Post Tension Slab Inspections hour) 45 $90.00 $4,050.00 PTI Certified Staff - Tendon Stressing daily 11 $800.00 $8,800.00 Structural Steel Inspections hourl 27 $120.00 $3,240.00 Staff Engineer - Drilled Piers hourly 270 $90.00 $24,300.00 Trips (6 miles round trip - Fayetteville Lab) each 343 $3.40 $1,166.20 Subtotal: Field Inspection and Testing $67,256.20 LABORATORY TESTING Units Qty. Unit Price Extension Standard Proctor each 2 $140.00 $280.00 Atterberg Limits each 2 $65.00 $130.00 Sieve Analysis each 2 $65.00 $130.00 Soil Sample Preparation each 2 $75.00 $150.00 Curing, Stripping,Storing Concrete Cylinders each set 180 $30.00 $5,400.00 Compressive Strength of Concrete Cylinders each 949 $11.00 $10,439.00 Subtotal: Laboratory Testing $16,529.00 PROJECT MANAGEMENT/REPORT FEES Units Qty. I Unit Price I Extension Professional Engineer Review hourly 20 $120.001 $2,400.00 Report Preparation (Concrete, Density) each 1 271 $10.001 $2,710.00 Subtotal: Project Management & Reporting $5,110.00 REQUESTED SCOPE TOTAL $88,895 MASONRY & GUARDRAIL STRANDS INSPECTIONS (see following page) $11,885 G Ts, In c. ADDITIONAL RECOMMENDED SCOPE ITEMS ITEMS OUTLINED IN STRUCTURAL DRAWINGS DOWNTOWN PARKING DECK CITY OF FAYETTEVILLE FAYETTEVILLE, ARKANSAS FIELD SERVICES Units Qty. Unit Price Extension Masonry Inspections hourly 47 $90.00 $4,230.00 Grout Field Technician hourly 15 $57.00 $855.00 Guardrail Strand Stressing hourly 10 $75.00 $750.00 Continuous Concrete Placement Observations hourly 65 $50.00 $3,250.00 Trips (6 miles round trip - Fayetteville Lab) each 50 $3.40 $170.00 Subtotal: Field Inspection and Testing $9,255.00 LABORATORY TESTING Units Qty. Unit Price Extension Compressive Strength of Grout Prisms each 44 $25.00 $1,100.00 Curing, Stripping,Storing Grout Prisms each set 11 $30.00 $330.00 Subtotal: Laboratory Testing $1,430.00 PROJECT MANAGEMENT/REPORT FEES Units I Qty. I Unit Price I Extension Professional Engineer Review hourly 1 8 $120.001 $960.00 Report Preparation (Grout) each 1 24 $10.001 $240.00 Subtotal: Project Management & Reporting $1,200.00 F=-- MASONRY INSPECTION TOTAL $11,885 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division Adjustment Number /Org2 FACILITIES MANAGEMENT (140) 2022 Requestor: Wade Abernathy BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Approve Materials Testing Services Agreement with GTS, Inc. Pursuant to RFQ# 21-01, Selection #2 in the amount of $100,780 and a $10,000 contingency for materials testing related to the replacement parking deck for the Cultural Arts Corridor Phase 12019 Bond project. RESOLUTION/ORDINANCE COUNCIL DATE: 2/1 /2022 LEGISTAR FILE ID#: 2022-0034 111312022 8:58 AM Budget Director Date TYPE: D - (City Council) JOURNAL #: 2/1/2022 GLDATE: CHKD/POSTED: TOTAL Account Number - - Increase / (Decrease) Expense Revenue Proiect.Sub# Project Sub.Detl AT v.20211122 Account Name 4608.860.7820-5860.02 100,780 - 46080 7820 EX Capital Prof Svcs - Engineering/Architectu 4608.860.7820-5911.99 4608.860.7999-5899.00 10,000 - (110,780) - 46080 7820 EX 46080 7999 EX Contingency -Capital Project Unallocated - Budget H:\Budget Adjustments\2022_Budget\CITY COUNCIL\02-01-22\2022-0034 BA CAC Parking Deck GTS materials testing.xlsm 1 of 1