Loading...
HomeMy WebLinkAbout131-22 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 131-22 File Number: 2022-0458 APPLY FOR FEDERAL -AID FUNDS FOR ROAD AND BRIDGE IMPROVEMENTS: A RESOLUTION TO EXPRESS THE WILLINGNESS OF THE CITY OF FAYETTEVILLE TO APPLY FOR AND UTILIZE FEDERAL -AID FUNDS FOR ROAD IMPROVEMENT PROJECTS AT NORTH HEMLOCK AVENUE AND THE MILLSAP ROAD/COLLEGE AVENUE INTERSECTION; AND FOR A BRIDGE IMPROVEMENT PROJECT FOR BRIDGE #19976 ON ARMSTRONG AVENUE OVER TOWN BRANCH WHEREAS, the City of Fayetteville understands Federal -Aid Surface Transportation Block Grant Program -Attributable (STBGP-A) funds are available through the Northwest Arkansas Regional Planning Commission at 80% federal participation and 20% local match for road improvements to North Hemlock Avenue and the Millsap Road/College Avenue intersection; and WHEREAS, the City of Fayetteville understands that Federal -Aid STBGP-A, Bridge Investment Program, and Bridge Formula Program funds are available through the Northwest Arkansas Regional Planning Commission at 80% federal participation and 20% local match for improvements to Bridge #19976 on Armstrong Avenue over Town Branch. 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 apply for Federal -Aid funds through the Surface Transportation Block Grant Program for road improvements to North Hemlock Avenue and the Millsap Road/College Avenue intersection. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to apply for Federal -Aid funds through the Surface Transportation Block Grant Program, Bridge Page 1 Printed on 6/8/22 Resolution: 131-22 File Number: 2022-0458 Investment Program, and Bridge Formula Program for improvements to Bridge # 19976 on Armstrong Avenue over Town Branch. Section 3: That the City Council of the City of Fayetteville, Arkansas hereby expresses its willingness to utilize the grant funds if awarded and further expresses its commitment to provide the required 20% match with City funds. PASSED and APPROVED on 6/7/2022 Attest: 0 j1T R Eqs �fff I ��•+v�, V��• of • •G���,�� Kara Paxton, City lerk Treasurer �C' j= Page 2 Printed on 618122 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 Text File File Number: 2022-0458 Agenda Date: 6/7/2022 Version: 1 Status: Passed In Control: City Council Meetinq File Type: Resolution Agenda Number: A.7 APPLY FOR FEDERAL -AID FUNDS FOR ROAD AND BRIDGE IMPROVEMENTS: A RESOLUTION TO EXPRESS THE WILLINGNESS OF THE CITY OF FAYETTEVILLE TO APPLY FOR AND UTILIZE FEDERAL -AID FUNDS FOR ROAD IMPROVEMENT PROJECTS AT NORTH HEMLOCK AVENUE AND THE MILLSAP ROAD/COLLEGE AVENUE INTERSECTION; AND FOR A BRIDGE IMPROVEMENT PROJECT FOR BRIDGE #19976 ON ARMSTRONG AVENUE OVER TOWN BRANCH WHEREAS, the City of Fayetteville understands Federal -Aid Surface Transportation Block Grant Program -Attributable (STBGP-A) funds are available through the Northwest Arkansas Regional Planning Commission at 80% federal participation and 20% local match for road improvements to North Hemlock Avenue and the Millsap Road/College Avenue intersection; and WHEREAS, the City of Fayetteville understands that Federal -Aid STBGP-A, Bridge Investment Program, and Bridge Formula Program funds are available through the Northwest Arkansas Regional Planning Commission at 80% federal participation and 20% local match for improvements to Bridge #19976 on Armstrong Avenue over Town Branch. 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 apply for Federal -Aid funds through the Surface Transportation Block Grant Program for road improvements to North Hemlock Avenue and the Millsap Road/College Avenue intersection. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to apply for Federal -Aid funds through the Surface Transportation Block Grant Program, Bridge Investment Program, and Bridge Formula Program for improvements to Bridge #19976 on Armstrong Avenue over Town Branch. Section 3: That the City Council of the City of Fayetteville, Arkansas hereby expresses its willingness to utilize the grant funds if awarded and further expresses its commitment to provide the required 20% match with City funds. City of Fayetteville, Arkansas Page 1 Printed on 61812022 City of Fayetteville Staff Review Form 2022-0458 Legistar File ID 6/7/2022 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Chris Brown 5/17/2022 ENGINEERING (621) Submitted By Submitted Date Division / Department Action Recommendation: A Resolution expressing the willingness of the City of Fayetteville to apply for and utilize Federal -aid funding for road and bridge improvement projects. Account Number Project Number Budgeted Item? No Does item have a cost? No Budget Adjustment Attached? No Purchase Order Number: Change Order Number: Original Contract Number: Comments: Budget Impact: Fund Project Title Current Budget $ - Funds Obligated $ - Current Balance Item Cost $ - Budget Adjustment $ - Remaining Budget Previous Ordinance or Resolution # Approval Date: V20210527 CITY OF FAYETTEVILLE ARKANSAS MEETING OF JUNE 7, 2022 TO: Mayor and City Council CITY COUNCIL MEMO THRU: Susan Norton, Chief of Staff Chris Brown, Public Works Director/City Engineer FROM: Paul Libertini, Staff Engineer�v;e DATE: May 17, 2022 SUBJECT: A Resolution expressing the willingness of the City of Fayetteville to apply for and utilize Federal -aid funding for road & bridge improvement projects RECOMMENDATION: Staff requests approval of a resolution expressing the willingness of the City to apply for and utilize Federal -aid funding for road & bridge improvement projects, namely, N. Hemlock Avenue, Millsap Road and College Avenue Intersection, and Bridge #19976 Armstrong Avenue over Town Branch. BACKGROUND: In 2012, the Federal Transit Administration (FTA) and the Federal Highway Administration (FHWA) designated the Fayetteville -Springdale -Rogers, AR -MO urbanized area as a Transportation Management Area (TMA). This TMA designation provides Surface Transportation Block Grant Program — Attributable (STBGP-A) funds to the Northwest Arkansas Regional Planning Commission (NWARPC) based on the 2010 Census Urbanized Area population of 295,083. The Bipartisan Infrastructure Law (BIL), enacted as the Infrastructure Investment and Jobs Act, Pub. L. 117-58 (Nov. 15, 2021) provides federal apportioned suballocated funding to the Fayetteville -Springdale -Rogers AR -MO Urbanized area. Under current BIL, STBGP-A funds can be utilized for all eligible transportation projects at the discretion of the Metropolitan Planning Organization (MPO), which is the Northwest Arkansas Regional Planning Commission/Policy Committee (NWARPC). For Federal Fiscal Year 2023 (FFY2023), it is anticipated that approximately $9,000,000 of STBGP-A funds will be available for the TMA. The STBGP-A program is a federally funded at 80% with a City match of 20%. The City is required to pay 100% for services, and then apply for the 80% reimbursement of eligible expenditures. It is staff's understanding that 2 new federal bridge programs will be available this year: the Bridge Investment Program (BIP) and the Bridge Formula Program (BFP). The details have not been released, but it may be possible that Bridge #19976 may be eligible to be funded by one of these programs. Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 DISCUSSION: Staff would like authorization to apply for STBGP-A funds for the 3 referenced projects with a commitment to provide the 20% match with City funds, and to apply for BIP and/or BFP funds for Bridge #19976 with a commitment to provide the 20% match with City funds. N. Hemlock Avenue and Millsap Road & College Avenue Intersection On February 14, 2017, a public meeting was held in City Hall for the Sain Street Extension project. Exhibits were presented for both Near -Term Improvements and Long -Term Improvement for the project area. The Near -Term Exhibit showed a "Future Road" connecting Sain Street to Millsap Road. That future road is now called N. Hemlock Avenue. The Near -Term Exhibit also showed intersection improvements to Millsap Road and College Avenue. Both projects are essentially Phase 2 improvements of the Near -Term Improvements. With Sain Street under construction and approximately 50% complete, it is time to pursue funding for the Phase 2 projects to complete the area transportation network to achieve the full benefit of routing traffic from Joyce Boulevard to Sain Street to N. Hemlock Avenue to the signalized intersection of Millsap Road and College Avenue and thus avoiding the congested Joyce Boulevard and College Avenue Intersection. Bridge #19976 Armstrong Avenue over Town Branch Based on the bridge inspection report performed by the Arkansas Department of Transportation (ARDOT) in February 2022 which documented multiple significant structural repairs, it would be more prudent to replace the entire bridge. BUDGET/STAFF IMPACT: N/A Attachments: Sain Street Near Term Improvements Exhibit 2016 Millsap/College Ave Intersection and Hemlock Exhibit 2022 N. Hemlock Avenue Plan Sheet Millsap Road and College Avenue Intersection Concept Plan Bridge #19976 Armstrong Avenue over Town Branch Inspection Report, February 15, 2022 e up, zd i ;w a kr R -YZ ` - •'ls ''�. .."°i i v "', y y_�- W _ . 3 e. wwrwesr ae `fit, 5 �.zas sew safe, .. W - - y b L% y SeP apep 4 FOi � � - a R r e `BURNS SAIN STREET EXTENSION N �edppaMC IONNELL_ Orchard Road, Suite $p%mgdole WITH NEAR TERM IMPROVEMENTS '°° 150 ° 'S° '°° 60° Ark. 72762 479-725-54601 www_brmsmW od, r� � • s � iµl i� w,y_- t f ti. � { ' Yt�i7Q 4 .L % � 1 rt l yFiR}, .t ®r,lop Af xv _ 1 r owift lk�.i I {�� I s r - dim l7 I C � j`# .fit er `� . Viz. ��•(l�n� '= f I 9 IL�^'�l ILI UNIVERSITY OF ARKANSAS '==JJ j III II OFFICE OF THE REGISTRAR 1 N 1 � a Em (I II I Rcl /.0 0 J ns r ry -� r << r BURNS � MSDONNELL 0 III II 0 Z TO --min MILLSAP RD. \ i I - `I RAISING it 49 —ILL An 1 19 P a NTT, 'tA Obk Alk 4&!MUSRASNNELL ea N-1— IN 110JECT A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 ��Kyy f � I-� r 'V .�.. ,r;��:� i ��W M14�� .��1'i'_'4� i � ''li- , y •- �9•L f � � � .k'• �, s 'i. hJa-;rn., f i .. I f.�.. 5 4yf; �.�YYar.,r.. .: _ ,� �. *�.f9�-.r'.+� _ k � P >' u„ 34:.}r f ., Latitude:36.04339, Long itude:-94.13611 Route:2070 Section:00 Log:0.4 Arnold Road ID:72xSARMSTRONGAVEx3xA, Arnold Log mile:0.366 District 04, Washington County Owner: 4-City or Municipal Highway Agency Place Code: 23290 - Fayetteville _ Bridge #19976(Routine) A Armstrong Avenue over Town Creek - Wash. Co. ARKANSAS DEPARTMENT Location: 0.4 MI SOUTH SH 16 VOF TRANSPORTATION Team Lead: Eric West Inspection Date: February 15, 2022 0.4 MI SOUTH SH 16 .v` 0d'x r LLEY WILSON PARK W mapie St FERSITY SOUTHWEST SEQUOYA14 IGHTS University of Arkansas y1 Fayetteville JEFFERSONfWALKER McNair W Tsth St E 15th 5t 2 . Fayette Junction 71 d • C.� HYLAND PARK WYMANISTONERRIDGE Balduuirl Prairie CE)E ■ BIr 9 # Copyright © 2022 Microsoft and its suppliers. All rights reserved. 36.04339,-94.13611 A D tAgi V KANSAS DEPARTMENT TRANSPORTATION IDENTIFICATION (1) State Names Arkansas (8) Structure Number 19976 (5) Inventory Route 2070 (2) Highway Agency District 04 (3) County Code (4) Place Code 143-Washington County, Arkansas 23290 (6) Features Intersected Town Creek - Wash. Co. (7) Facility Carried Armstrong Avenue (9) Location 0.4 MI SOUTH SH 16 (11) Mile Point 0.4 mi (12) Base Highway Network No (13) LRS Inventory Rte & Subrte 0000000000 (16) Latitude 36.043392 (17) Longitude -94.136108 (98) Border Bridge State Code (99) Border Bridge Structure No. STRUCTURE TYPE AND MATERIAL (43) Main Structure Type 42 Material 4-Steel continuous Type 2-Stringer/Multi-beam or girder (44) Approach Structure Type 00 Material 0-Other (27) Year Built 1972 (106) Year Reconstructed 0 (42) Type of Service 55 On 5-Highway-pedestrian Under 5-Waterwav Lane On Under (29) Average Daily Traffic 3900 (30) Year of ADT 2018 (109) Truck ADT 7 % GEOMETRIC DATA (48) Length of Maximum Span 40 ft (49) Structure Length 112 ft (50) Curb or Sidewalk Width Left 6.2 ft (55) Min Let Underclear RT 99.9 ft Ref: (56) Min Lat Underclear LT 0 ft V NAVIGATION DATA —10 (38) Navigation Control 0-No navigation control on water (111) Pier Protection 1-Navigation protection not requ (39) Navigation Vertical Clearance 0 ft (116) Vert -Lift Bridge Nav Min Vert Clear 0 ft (40) Navigation Horizontal Clearance 0 ft Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 CLASSIFICATION 112) NBIS Bridge Length Y 104) Highway System 0 26) Functional Class 17-Urban Collector 100) Defense Highway 0-The inventory route is not a S 101) Parallel Structure N-No parallel structure exists. 102) Direction of Traffic 2 - wav traffic (105) Federal Lands Highways 0-N/A (110) Designated National Network 0-The inventory route is not part of (20) Toll 3-On free road. The structure is toll- (21) Maintain 4-City or Municipal Highway Agency (22) Owner 4-City or Municipal Highway Agency (37) Historical Significance 4-Historical significance is not dete LOAD RATING AND POSTING (31) Design Load 0-Other or Unknown (63) Operatinq Ratinq Method 1 Type 1-Load Factor(LF) Rating 54 (65) Inventory Rating Method 1-Load Factor(LF) (66) Inventory Rating Type 3 Rating 32 (70) Bridge Posting 5-Equal to or above legal loads (41) Structure Open/Posted/Closed P-Posted for load (may include o APPRAISAL (67) Structural Evaluation 5 cur cur cur cur (113) Scour Critical Bridges 3-Bridge is scour critical; bridge fo EW PROPOSED IMPROVEMENTS (75) Type of Work (76) Length of Structure Improvement 0 ft (94) Bridge Improvement Cost $ 0 (95) Roadway Improvement Cost $ 0 (96) Total Project Cost $ 0 (97) Year of Improvement Cost Estimate (114) Future ADT 831 (115) Year of Future ADT 2007 INSPECTION (90) Inspection Date 02/2022 (91) Frequency 24 Months (92) Critical Feature Inspection Done Freq. (Mon) Date A: Fracture Critical Detail No B: Underwater Inspection No C: Other Special Inspection No " The inspection date and frequency information in this box contains the current NBI date and frequency information. Please refer to the report header for the date this inspection was conducted. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 T LIMIT = wn zoo M LT ww nay ti -' _tea,. •. Roadway North approach load posting sign. A 0 tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 L *' F " 'G' 'T oT � 1 IT South approach load posting sign. Typical driving surface of the deck. V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Span #1 typical undersurface of the deck. Span #2 typical undersurface of the deck. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Span #3 typical undersurface of the deck. Span #2 sealable deck cracking. tigy V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Span #1 Lt concrete delamination's, spalling and efflorescence buildup at the deck drains. Span #1 Rt over abutment #1 with efflorescence buildup at the expansion dam. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Span #2 Lt spalling with exposed reinforcing steel at the deck drains. Span #2 & 3 concrete delamination's and spalling with exposed reinforcing steel in the edge of the deck overhang. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Rail posts are loosely bolted to the edge of the deck. Abutment #1 expansion joint road irons not welded at the centerline. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Abutment #1 failing joint seal. Abutment #2 failing joint seal. _ Bridge #19976(Routine) VAR.�F to' Armstrong Avenue over Town Creek - Wash. Co. TRANSPORTATION KANSAS DEPARTMENT Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15. 2022 ►.ram �('6 iY 3 � -- �1� J tir Span #2 splice plates. Abutment #1 beam #3 with active corrosion and layers of flaking rust forming between the bearing and beam. V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #2 typical cap and elastomeric bearings. Abutment #2 beam #4 active corrosion with layers of flaking rust between the bearings and beam. VF V49Y KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 n ? , Jow r 46 a r ' e f ■ • �r i Typical failing paint system. Abutment #2 beam #3 active corrosion with layers of flaking rust and 5/16" remaining section adjacent to the bearing. VF V49Y KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #3 typical. Abutment #2 erosion under the abutment. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Abutment #2 no apparent rotation or settlement. Abutment #2 steel pile with layers of flaking rust and section loss. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Abutment #2 with full depth erosion under the abutment cap. Abutment #2 exposed steel piling. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #2 typical. Bent #3 pile #4 active corrosion with layers of flaking rust and measurable section loss at the base of the pile. VF V49Y KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #3 pile #3 with active corrosion and layers of flaking rust with measurable section loss.at the base of the pile. Bent #3 pile #1 &2 have no apparent section loss at the base of the piling. VARV49Y KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #2 minor misalignment of the steel piling where concrete fell against the bent. Abutment #1 fractured concrete repair collar. VF V49Y KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Abutment #1 with a fractured section of the repair. Bent #2 pile #3 active corrosion with layers of flaking rust and measurable section loss. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #2 pile #3 out of plane bending. Bent #2 pile #2 active corrosion with layers of flaking rust with measurable section loss. VF V49Y KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #2 pile #1 with active corrosion and layers of flaking rust with measurable section loss. Abutment #1 with no apparent rotation or settlement. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Abutment #1 erosion. Abutment #1 Lt erosion under the edge of the abutment. Jr— r � • a*�. • � � �, � .may 'e, .. : -' � : n �y - _ r i. ..., _ lar V KANSAS DEPARTMENT TRANSPORTATION Maintenance Needs Date Reported: 04/18/2012 Priority: C - Important Type of Work: Repair Status: Monitor Component: Channel Deficiency Description Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 The channel embankment adjacent to the north and south abutments - There is significant embankment erosion adjacent to both abutments with earth settlement under both abutment caps. Earth settlement has exposed the piling. Exposed piling have active corrosion with up to 1/8" section loss during this inspection. Concrete collars placed adjacent to the abutments in the past as an erosion countermeasure are undermined. Remarks There is significant embankment erosion adjacent to both abutments with earth settlement under both abutment caps. Earth settlement has exposed the piling. Exposed piling have active corrosion with up to 1/8" section loss during this inspection. Concrete collars placed adjacent to the abutments in the past as an erosion countermeasure are undermined. There is significant embankment erosion adjacent to both abutments with earth settlement under both abutment caps. Earth settlement has exposed the piling. Exposed piling have active corrosion with up to 1/8" section loss during this inspection. Concrete collars placed adjacent to the abutments in the past as an erosion countermeasure are undermined. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 There is significant embankment erosion adjacent South embankment erosion at abutment 2. to both abutments with earth settlement under both abutment caps. Earth settlement has exposed the piling. Exposed piling have active corrosion with up to 1/8" section loss during this inspection. Concrete collars placed adjacent to the abutments in the past as an erosion countermeasure are undermined. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Abutment #2 with full depth erosion under the abutment cap. Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Abutment #1 Lt erosion under the edge of the abutment. tigi V KANSAS DEPARTMENT TRANSPORTATION Date Reported: 04/18/2012 Priority: C - Important Type of Work: Repair Status: Monitor Component: Miscellaneous Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Deficiency Description The expansion joint assemblies at the North and South bridge ends - The expansion joint anchorage is loose at both abutments. Both joints are noisy and have movement during live load impacts. The joint seals are in place but leak water and debris on the abutments and the ends of the beams. Remarks The expansion joint anchorage is loose at both abutments. Both joints are noisy and have movement during live load impacts. Abutment #1 expansion joint road irons not welded at the centerline. Vr9Y KANSAS DEPARTMENT TRANSPORTATION Date Reported: 04/18/2012 Priority: D- Routine Type of Work: Repair Status: Monitor Component: Deck Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Deficiency Description Deck - The driving surface of the deck has sealable cracking in all spans. Remarks Span 2-Transverse cracking. Span 1, left lane-Maperacking. VARKi ANSAS DEPARTMENT TRANSPORTATION Span 2-Transverse cracking. Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 tigi V KANSAS DEPARTMENT TRANSPORTATION Date Reported: 02/27/2014 Priority: C - Important Type of Work: Repair Status: Monitor Component: Substructure Deficiency Description Substructure - Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Steel Piling at Bents #2 and 3 have no paint system with active corrosion and section loss at the base of bents. Bent #2 Steel Pile Bent: -Bent #2 pile #1 has up to 1/4" section loss and the edges of the flanges reduced to knife edge in locations. The pile has been reduced from 12 1/16" to 11 1/2" at the water elevation. Pile has approximately 3/16" remaining section at the water elevation. -Bent #2 pile #2 has up to 3/8" section loss the the flanges in areas. The web has up to 5/16" section loss on one side of the web and up to 3/16" in the same area in the corresponding area of the opposite side. No hole were found. The pile width has been reduced by approximately a 1/4" due to corrosion. -Bent #2 pile #3, 4 & 5 have approximately 1/8" section loss to the base of the web and the flanges at the water elevation. Bent #3 Steel Pile Bent: -Bent #3 pile #1 & 2 have rip rap cover and do not appear to have measurable section loss where exposed at the base. -Bent #3 pile #3 has approximately 1/8" section loss to the flanges and approximately 3/16" to the base of the web at the water elevation. -Bent #3 pile #4 has approximately 1/8" section loss to the flanges and approximately 5/16" to the base of the web at the water elevation. -Bent #3 pile #5 has areas with 5/16" section loss to the flanges and approximately 5/16" to the base of the web. Remarks 02/15/2022 - EJW - Updated deficiency description on this date to reflect current conditions due to continued deterioration of the substructure. Bent #2, pile #1-Section loss to flange. Section loss to pile flange. A D tAgi V KANSAS DEPARTMENT TRANSPORTATION Bent #2, pile 1-Knife edge section loss to flange. Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Bent #2 pile #1 with active corrosion and layers of flaking rust with measurable section loss. tigi V KANSAS DEPARTMENT TRANSPORTATION Date Reported: 02/08/2018 Priority: C - Important Type of Work: Repair Status: Monitor Component: Superstructure Deficiency Description Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Superstructure - There is active corrosion forming in the ends of the beams over the abutments where the expansion joints leak water on the superstructure. The most noteworthy example is at Bent # 4, Beam # 3. The bottom flange is reduced to 5/16" adjacent to the bearing at this inspection. The sole plates have heavy deterioration, section loss and pack rust. The majority of the superstructure has freckled rust showing through the paint system. Remarks 02/15/2022 - EJW - Updated deficiency description on this date due to continued deterioration of the beam ends. Span 3, beam 1 @ abutment 2-Pack rust 3/16" section loss. Span 3, beam 3 @ abutment 2-Corrosion. tigy V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Abutment #2 beam #3 active corrosion with layers of flaking rust and 5/16" remaining section adjacent to the bearing. tigi V KANSAS DEPARTMENT TRANSPORTATION Date Reported: 02/17/2022 Priority: G - General/ Preventive maintenance Type of Work: Repair Status: Open Component: Substructure Deficiency Description Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 Substructure - Bent #2 pile #3 has approximately 3" of out of plane bending from a portion of concrete that has fracture from the repair at Abutment #1 and fell against the pile. Remarks Abutment #1 fractured concrete repair collar. Bent #2 pile #3 out of plane bending. V KANSAS DEPARTMENT TRANSPORTATION Inspection Comments Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 02/15/2022 - EJW - Substructure NBI rating reduced on this date from "5" to "4" due to continued deterioration of the steel piles in Bents # 2 & 3. Other Special Inspection added on this date on a 24 month inspection frequency set to alternate with the Routine inspection. 06/07/2021 - RSM - Inspection created to document Local Action Only. Scour POA inspection performed by City of Fayetteville personnel. See POA Report(s) in Files/Scour tab. Scour POA inspection indicates that there are no additional scour. 05/11/2021 - RSM - Inspection created to document Local Action Only. Scour POA inspection performed by City of Fayetteville personnel. See POA Report in Files/Scour tab. 04/27/2021 - RSM - Inspection created to document Local Action Only. Scour POA inspection performed by City of Fayetteville personnel. See POA Report in Files/Scour tab. 02/19/2020 - RSM & SPC: Routine and Underwater Type II Inspections conducted this date. See notes tab for documentation 02/17/2016 - EJW & RWF - Underwater Type II inspection conducted on this date. Probing with low clear water conditions indicates the intermediate bents have no apparent scour problems at this inspection. The abutments both have compacted embankment settlement that exposes the steel piling under the abutment caps. Deck Notes R.C. Deck: -The concrete deck has heavy sealable transverse cracking at approximately 12 to 24 inch centers in all spans. -There are areas of sealable map cracking on the driving surface of the deck in all spans. -Span #3 Lt lane has wear with several shallow spalls / delaminated areas in the left wheel path. -The undersurface has concrete delamination's and spalling with exposed reinforcing steel along the edge of the deck with heavy efflorescence leaching from the deck drains. -Span #1 Rt has efflorescence buildup leaching through the deck at the expansion dam. -The bridge rails are loosely bolted to the edge of the deck. The nuts are tight. Expansion Joints: -The expansion joint seals are in place at both abutments with areas of adhesion failure. Stains and debris accumulation on the abutments indicate that the seals leak. -The metal expansion joint anchorage at both abutments is loose and fractured near the centerline of the structure and is noisy during live load impacts from traffic. The portion of the road iron in the right lane of the South approach roadway between abutment #2 and the South approach slab is missing. Approach roadways: -The left lane of the North approach roadway has settlement with failing asphalt repairs adjacent to the approach slab. -The asphalt driving surface of the South approach roadway has potholes forming at the bridge end. Superstructure Notes Beams: -Active corrosion is forming in the ends of the beams over the abutments where the expansion joints leak water on the superstructure. The most noteworthy area is at abutment #2, Beam # 3. The bottom flange is reduced to 5/16" adjacent to the bearing at this inspection with no apparent repairs since the last inspection with an increase of 1/8" since the last inspection. The bearing shim plates over the abutment #2 have heavy corrosion, section loss and pack rust. -The beams over the abutments have active corrosion with layers of flaking rust forming between the beams and the bearings. -The exterior beams have corrosion to top flanges where deck drains discharge water. Paint system: -Freckled rust typical in all spans with active corrosion and flaking rust at the abutments. Substructure Notes V KANSAS DEPARTMENT TRANSPORTATION Bridge #19976(Routine) Armstrong Avenue over Town Creek - Wash. Co. Location: 0.4 MI SOUTH SH 16 Team Lead: Eric West Inspection Date: February 15, 2022 02/19/2020 - RSM & SPC: Underwater Type II Inspection: Wading, probing and visual observation revealed that the channel has a tree wedged against bents #2 and #3. Probing indicated no apparent scour problems at the intermediate bents. The erosion / earth settlement at both abutments still exists with no apparent repairs or significant changes since last inspection. R.C. Abutments: -Both abutments have earth settlement / erosion that expose some of the steel piling. Exposed steel piling at the abutments have active corrosion with flaking rust and section loss up to 1/8" at this inspection. The exposed piling are 10" x 10" with exposed areas that are reduced to 5/16" at the flanges. -Abutment #2 has up to 4' of earth settlement under the abutment cap. -Concrete collars placed adjacent to the abutments in the past by maintenance forces are completely undermined and no longer functioning as intended. Intermediate Bents: -Steel Piling at Bents #2 and 3 have no paint system with active corrosion and section loss at the base of bents. Bent #2 Steel Pile Bent: -Bent #2 pile #1 has up to 1/4" section loss and the edges of the flanges reduced to knife edge in locations. The pile has been reduced from 12 1/16" to 11 1/2" at the water elevation. Pile has approximately 3/16" remaining section at the water elevation. -Bent #2 pile #2 has up to 3/8" section loss the the flanges in areas. The web has up to 5/16" section loss on one side of the web and up to 3/16" in the same area in the corresponding area of the opposite side. No holes were found. The pile width has been reduced by approximately a 1/4" due to corrosion. -Bent #2 pile #3, 4 & 5 have approximately 1/8" section loss to the base of the web and the flanges at the water elevation. -Bent #2 pile #3 has approximately 3" of out of plane bending from a portion of concrete that has fracture from the repair at Abutment #1 and fell against the pile. Bent #3 Steel Pile Bent: -Bent #3 pile #1 & 2 have rip rap cover and do not appear to have measurable section loss where exposed at the base. -Bent #3 pile #3 has approximately 1/8" section loss to the flanges and approximately 3/16" to the base of the web at the water elevation. -Bent #3 pile #4 has approximately 1/8" section loss to the flanges and approximately 5/16" to the base of the web at the water elevation. -Bent #3 pile #5 has areas with 5/16" section loss to the flanges and approximately 5/16" to the base of the web.