The URL can be used to link to this page

Home My WebLink AboutBronson Way Bridge - Seismic Retrofit and Painting Project Info (9-13-19) PUBLIC WORKS DEPARTMENT M E M O R A N D U M • DATE: September 13, 2019 TO: Bob Hanson, Transportation Design Manager FROM: Derek Akesson, Transportation Project Manager SUBJECT: Bronson Way Bridge—Seismic Retrofit and Painting Project Information and Proposed Design Standards Summary: The purpose of this memo is to summarize the existing conditions of the project site and bridge and proposed design standards. Existing Conditions: Exhibit A—Vicinity Map and Area Map of bridge location. Exhibit B—Site Photos from Sept. 2016. Exhibit C— Bridge record drawings (1939). Exhibit D— Bridge shop drawings (1939) Exhibit E— Bridge condition inspection report and WSBIS form (2018 inspection). Exhibit F— Bridge Load Rating Summary (2012). Exhibit G—WSDOT Preliminary Seismic Evaluation (2016 and 2006). Exhibit H —WSDOT Scour Assessment (2015). Exhibit I —WSDOT Bridge Paint Form (2016). Exhibit J — Local Programs State Funding Agreement and Project Prospectus. Street: • Bronson Way is a two way street over the bridge. • Est. ADT= 22,000. • The posted speed limit is 25 mph. Bridge: • Structure ID: 0002504A • Bridge No.: Renton-42 • Ownership of the bridge was transferred to from WSDOT to Renton in January 2018 with execution of the SR 900 turn back agreement. • The bridge is not currently posted for weight limits. • There are pedestrian facilities on this bridge. Additionally, the Cedar River Trail passes underneath the north approach span. Bob Hanson Page 2 of 2 September 13,2019 Cedar River: • The Cedar River is documented to have Chinook, Coho and Sockeye Salmon, Steelhead and Cutthroat Trout. • The anticipated fish window for the Cedar River is mid-June to mid-August. • The United States Geological Survey (USGS) maintains a monitoring station at the Bronson Way Bridge. The following is a link to the USGS website with the monitoring station data: https://waterdata.usgs.gov/nwis/uv?site no=12119000. Design References: • Washington State Department of Transportation (WSDOT), Local Agency Guidelines (LAG), dated May 2019. • WSDOT, Bridge Design Manual, dated July 2019. • WSDOT/APWA 2020 Standard Specifications. • American Association of State Highway and Transportation Officials (AASHTO), LRFD Bridge Design Specifications, current edition. • AASHTO, Policy on Geometric Design of Highways and Streets, dated 2011. Bridge Painting: • Given the age of the bridge, it is very likely the original paint system contains lead. • According to WSDOT records, this bridge was last painted in 1999. During the life of this bridge, it has been painted 4 times. Refer to Exhibit I.The City has no record from WSDOT indicating that the original paint system was removed when the bridge was repainted. • There are areas of rust and potential section loss on the steel girders and deck beams. Refer to Exhibit B site photos and Exhibit E bridge inspection report. • The City anticipates full removal of the existing paint system in order to identify and conduct repairs to steel elements of the bridge as necessary. Seismic Retrofit: • Refer to Exhibit G for a preliminary seismic evaluation. h:\file sys\ted-transp engr design\ted 40-projects\04020 bronson way bridge\2000 prelim engr\2200 studies\project info memo\working files\memo-bronson way bridge-seismic retrofit and painting project info.docx EXHIBIT A Bronson Way Bridge — Seismic Retrofit and Painting VICINITY MAP L NEWCASTLE 01 (9001) —.j 4.q NE 4th St 3F t C920) L N (51 (U L(an tro dF 'I?Sky Rd 7 --SL3-T92nd St Lake Bronson Way Bridge — Seismic Retrofit 8 n d Painting AREA MAP z \ k `J < mf = � ¥ s 3 & a— z . r p. LO e Liberty P* 4 . p Cedar . \ . River Park )! ¥@ eU«m D#ry . + `/- Gy, @ dm Community - old @+ • . Center . . . • �` ��/� . . � �� . \ s 7d , «, . \£ City of Renton ow of Renton EXHIBIT B Bronson Way Bridge — Site Photos (Mar. and Aug. 2017) AR �� Y r 9 1 f` - �b r • i Looking northeast at westernmost (downstream)girder Looking southwest at easternmost(upstream)girder R .- ._ w M Joe 1 fie,a Looking north at northern pier Looking northwest at fixed bearing NW corner Bronson Way Bridge — Site Photos (Mar. and Aug. 2017) /001 ; woo Mv Fixed bearing at NW corner Looking northwest Opp r x m `.`to- ,�$. ,: '�.Le.>�^w�`� .aV.� "a •..:' I - � � a:z.`. Looking southwest Looking southwest at rocker bearing SW corner Bronson Way Bridge — Site Photos (Mar. and Aug. 2017) n Rocker bearing SW corner Looking southeast at rocker bearing SE corner No—, n, o a f �. ✓�cs' aC Rocker bearing SE corner Looking northeast at fixed bearing NE corner Bronson Way Bridge — Site Photos (Mar. and Aug. 2017) NE fixed bearing Looking north at upstream girder o I Looking west at upstream girder Utilities and corroded rebar under concrete sidewalk Bronson Way Bridge — Site Photos (Mar. and Aug. 2017) s e. Y Looking north along downstream girder Looking east at downstream girder, utilities 6 .".. t F Az l ' r+ S _ Looking south along downstream girder Looking southeast at downstream girder, utilities Bronson Way Bridge — Site Photos (Mar. and Aug. 2017) NO ;4 x Looking east under north approach span Looking west under north approach span 4 n Looking west at north approach span Looking southwest at north approach span, portal Bronson Way Bridge — Site Photos (Mar. and Aug. 2017) Looking southeast at bridge deck Looking southwest at bridge deck i d _ I Looking west at southern expansion joint Looking west at northern expansion joint EXHIBIT C a — 94, -�d curs ti a��, aF# 0 � I I E ELEIfATJON tkµ»...+✓•"d'Hy x3�T Sfwn.vMS�/h»fine \ C4I 1 .tYzcir`rc Gsv�f yd rr.- r .�wr'r .�a...r�✓r � 't \ I t� / e. .csd de.wMhy w.N+'m/ ru- 5ep � .%ter AsivJ !r f n 9T OD J6 >AeJ sBr atMserf H>e1w mr sf f f bm S / F e�k.nf.;,e.,ye,.,.,e„xa+>,s m.�o s.>t•»w.r 1�_'�__ __ y et Benh.c3oNba 4.�sr A'.....e A//aN.m-vxrc � , �i` Ca0 sfM II'�^?^' • f+�+ha^ (fi �asJ 63 S __ _J: __ Pr'iry (Tina`) h S0!ff mu.�..n>xe of ss ..,c-.yaw.e.z` ,wsa, '� 2_ - 1" I Ij a ems...a.�i.�s'✓N+ s 'y dim Nren�:+d a-' sne s > r,4 fbakn>»afna�ewfi orw fa-�i.+q � C �Z-' _ Y�.�... _ xh.✓,end Nx �+�- J , .iLAJ '^ ______�_ `�, __� rX __ ; '� � 6* l � , gYh'ny Sffrrfcar t+e-rsr� � Xn fn frori and —_ __ sm�.efuar srod a•+:ye s ,a',:�R � � �+f l_ � __ � 'R _�„ I �" 6� ' t _ ��''� Ulp ------------- mw.h Mt.Se A TM lm�e1{Hd she�J» � �' - 31'✓altre/F fsdW,Au�e�y �.4PoJ..r�. � 1 _ ___ � h __ �G. — lY4 -- __+y��.._ _— '� S"f-... M � i I I i I � ( PHIMAftY:3TA?E N�61iWRY NO 3 i f yy CEDAR R VER BRIDGE Ih`REN'!'ON B rY¢Au LAYOUT PLAN �� ' rrsys �weaveJn*EnFr s, b w '' _ sxi 72�D8 __{ f gig r9(f) tgiy 5 owl a _ _ us r �.ram ro � ^•,'� _ _ n„ears pro I J ry s (� B e ,g, 0 t S 4! mY� c SECTION'C-C" l C yy� Z Ter T b /T t��ch sFub B tt� s'"R+pkalLt e N ��t�q �. /:ey:.fw.visp.3f Fug NvY IA./ .Ao ?Nmeb.vbE.r ce�<'Jw�:x�mnq s+Ee/eie.nN+mbd 4W 3 uR+b aam<es r4- >h k!fsy�y .46 N Y.EVfb- �:/" tom...Y Ga.rrr�✓Rrw.++snY/B. eeh Yah..HJ 'q , /Fw��2v Pam ld/d. Ce,wY ca e4nnY �"P S 4. ry Q SECTION 2- " i F ? i I PRIMARY STATE HIGAY 8 i - cFroxvs v CEOAR HW RIVET t3RIOGE IN fiENTON t NI�+c3 Cou NTv APPROACH SLAB FLAN OF APPRSt4CH 3GAB PLRN G2f-APPROACH SLAB AT SIXlTNWEST RBUT.ME/VT "°"""'° �* FiT NORIh'EA57'ABUTMENT - sn,.Ye /� �l.�o� 7r�`� a �o ,as c.eemr.,e o�_s a.. ...ET oa�e a e v�s t o� aY AP>Re.so «,.,.....,.,."�soo o e� Fx ie ZD � I r� D.. , A m It It ✓47//VT D-1741L ADZ17,WY 10 'o" e --TY AA Ah F007iNG3 --------------------4-- on, --- ------------------------------ ------ -------- phin innnn FT-t LN L SECTION NEAR 9ROADWAY EL EVA NORTH v WAWFAMWINB rELEAKh fCQAVWry-4A46f'RS ABUTMENTA8UTl&llr1V0l -AA 1 11 1 SECTION A V--- - -------------- -------------- I --------L ---------- -w SEAL ----- -------- -------------- -.1------ -------------- --------- T--------- -J ILA----------2::� ,RIVER -ATE HIGHWAY T.2 I—— BRIDGE -T.N F. APPROACH$PAN$ ------------ -.Z.7 ................... IT A in Lj a�. � 3 \ �— ar L 4} �_33 Yk �s sorer/n� 9 PA X, II I W.4LKW"4Y.SUCTION _ ETe DETAILS CONCR 64 �4 _ = CLAN ,, z s T� .•°°�—� o,„�, .ae..a .e ,��R, ,ws��—, J ��III �-w� 9— , . _- y _ � �7„ ��, ;G _ � � , �..e_ i �� — , �� ,mow, �• � [' it I t: �� i .. a ,. � ti ,. �- — �= ,r G ,� � ��.�__e �, j �, ... p ,� � �� 7 ,, � � .... _. � , 1 � �� __ _ iy" i;.. —1 ' `>' .C- _. �. � ..... ._ __.. .� ` _ `_t, a __ I 1 __ i i.t': - _ .-.>.tY %2 IG5 fj Fllz ,lo: IA ----------- ------------- ------------ SIDE ELEVA e4ftlArlwl X PYLONS ELEVATIONSEC DEwl or BRavzz CoilzAl RA7e .......... emm ae u� 5�- e-C,"74, A, An 1 1— Ilftr ElmkA taaN'—Adww GIRDER L PRIMARY—ATE HI—AY CEDAR RIVER ERIODE IN RENTON KIN. rvTY LATERAL HwaEQs 04,W46I7 VlAdRAM 1 Lgc4 of 6:6:3'P 01574NCES FROM FLANGE ANGLES TO 7-OR OF STRINGERS j l` ( y.1 �'sssrt+w Symma.v=o!obnnf @-�. � 9ymmefr cvt a600i @ B°P35kew � h 3fn'+yer�a erF$gtT@63� �}--� �tYpnne/on✓o/nf-B.vnhc/s— i 4 i 111 i 1 j 3- sa s-o o x �— Mi — MHBg• na..+Jry hF3a "g' " wN °mgw �iSE — ¢ INTERrOR FLOOR BEAWS 26-a rvi-core oh zc Ds>✓stn J ENO FLOOR BEA}79S 3p.F �—}yrysrs rL-I5 y, Y'z:�j s � - � pawy sbd. F ram% s mm'fvnrxrx O 6rForo t .a J,smr efenYr afspwz wr5aw asbdjw.+F occcrn sda//M aefad a..the�and rn fM pp !fh Iop f/myas . wJfh a haor...:p acaf or Qrede'D" ph/{pp(rcd M} �`� �'9,rr�n r;�a>a w,d �ir_ h,r,a.y,mlr.•.,trrsar/rr� �u sn�rt - zcr s a£�,�' / '� A,r>•,�rs Ke��b,ta. P off�apaa a L ,z 3l s xp PRIMARY STATE HIGH WAI`NQ 2 C—AR RIVER BRIDGE IN RENTON r p "I Elul— FtAOR BEAMS LATERAL BRACING ° stole: - s.wsrre.rcrsizsaA LATERAL BRAC1NCi !d STRlM?£R LAYOUT Curl.F...nB y I�/ s KSY �sn"t 7�flol —R4 51D&`WALX 3,9ACKET 77E f 55C7-ION DIA.-WRAQMAT MID-SFd9N HALF 77 NORMAL TO ROADWAY E-4 awl, r a gt, boMl 4 All ROADWAY ly DETAILS i ppeR sHor A&C-lWR 801.7 LK-09.5 EXPANSION ROCKER BASE aA��r"gu —M TYPE 'A ROADWAY QRAIIAI I—A——T. CEDAR RIVER GRIDOE IN RE-1 51QfWA4H EXPANSION Df IL MISC.CIFTAILS 4,1 ,I-LAIV OrSIDEWALK EXPANSION Tr e B SIDEWALK GRAIN OETAJLS .-l-j- Oreef.2/!s opt yl E/3AB •.. Mud S'fI„ ._-_ ��. l/-.__- it p aeVAT/GkY ) ------------- i! r4f r • ! y .. ! � #6/d Briays -.__ br dev.Wm tT�Mvr�a�+=•r/y '. a o I i LOGQTR?!V t�lrQN PRIMARY STATE HIGHWAY NG.2 GEOAR RIVER BRIDGE IN RENTON ' DETOUR TRESTLE 4aA710N Na.}L'6T BENpfNG OfAGRAMvp LOCAT/ON Na L 91, 6E11/N6 O/.4CRAhP fi :fF ps Tirnu y^v ,- 9 sfalrwo �.a..av /z S f f t-ee m�e ri+�.z /"f 4 a C><.-n sN%K� u✓,...wrta- 1 / 11 T L COT _n-- LmTif t"^ Sp uw4o--r Erne so��T o? ^ iro4vs 3^' Soma os /? �� Jo@ Tav€Bof aiGfd.. @ S — ' 7, m _J' 4an 23 � cpb_.E .rcn23'c` Jl3 ^ •, Bunn TiFs 4 c as J-p` 3--... �1��V I Jl 36 Po .&i nrad B a 31'J" rn-vywr G" S- 40 - aevl 28 5 '4"Epkzsw2ev;.Fam%;sf/-'6;9=B,-6a;.3=G" 3 A �B Fbr%' (e✓f er tnfar,>rex/�fi�o� �.Af-/Bw'✓s _ PRIMARY STATE HIGF1'WAY BR N0.2 ,5@ Y'A% 3'J sf. CEDAR RIVFR D IN RENT— . m rain sB sa` 2% +s` SAR cLI5T J E 4 t?ufs a,Cs✓rca SH mro a 3"a�3` � °-0- b G eM e EXHIBIT D B11Y OF MATERIAL `.- _ i A _ WFTELS _} EY ANsiON R�:ttc� TriC 9 � _ i Ix G +,r n I I a I a�a.r t — i s, x m - �.,9r BILL.OF MATERIAL ` :.� a i �':i 2 w•;£ rF�_ z'r. ,-/x`..sk.`+ �3- i:4 @ �.3 � g� —� � � r ry� T _ = { I 18 l!z t Se -'� Z� ? a z' a _ _: ,. n =*3[ s t: _ r3,;b axc'_ £r�.,.�,z#_ ti a,a;4_ sd as£.Kepi �M - �. j r " u - , � F: Y{ -k4 I. k •t �"! � ii� r�2P..�1�1.."�.r_:��., pt_i x' *�wa� � I � ".J 7fl t { t< 77, 3 ca_a BILL OF APATERIAL L Imo_, - - - 41 14 JA El— Ll _ _ 3 L I i I +h I I 1* .J .7 II 4 jA � C 4 hN _ yg :2evrev I BILL OF MATERIAL It { r� I �, cr h F _ 8 -i t91 Lti i 1. Nn,.�, _ RGxT hna.C• �- -�-:fin -� IVICCwR pXP lOUXORx<OMYaNx I M.o - BILL OF MATERIAL 7 t It nsa s ,D Ix r* ut d �^ — _ �s~r' _ _ =_,y Polo• �- 3 a 7,i.m,- spa-s I r ME W Boom BILL OF I-ERIAL _I ��• z 3 � �� t 1 6 ��te. ,e� N _�' — �( — - ! j i L4 1 ( I Is �i9F A R<q. ES — vog_ L €^s t � acx �'' — L — — P � { S R� opp e ,4H " ..L419�SIU Y r 71 b +s n. 71 L_ — � rev z r 4 Ix g -1 I �I I r, r t _ 7 t i t s , k Y r "MdCii��A^ 't%`p,hpR([)SSRAgY EXHIBIT E BRIDGE INSPECTION REPORT Page I of 5 Status: Released Printed On: 3/412019 Agency: RENTON CD Guid:73f592f7-b98444f0-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br.No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 tersfecting CEDAR R Route Under Mile Post 0 inspectoes Signature- C rt# G1103 Carl Exp Date 5/1212021 Co-Inspector's Signature HP Inspections Performed: 6 —Structural Eval (1657) 51 E Operating Tons (1552) 7 No Utilities (2675) Freq Hrs Date Rep Type 2 Deck Geometry (1658) Op RF (1553) 0 Bridge Rails (1684) 9 —Underclearance (1659) 31 Inventory Tons (1555) 0 Transition (1685) 24 3.0 912012018 Routine — 24 3.0 912012018 Fract CrIt 8 —Alignment (1661) Inv RF (1556) 0 Guardrails (1686) UW 7 Deck Overall (1663) 5 Operating Level(1660) 0 Terminals (1687) Special 6 —Superstructure (1671) A Open/Closed (1293) 3.00 Asphalt Depth (2610) Interim 6 —Substructure (1676) 8 Waterway (1662) 7.50 Design Curb Ht(2611) UVVI 9 Culvert (1678) 5 Scour (1680) 36.0 Bridge Rail Ht (2612) — Damage 8 Chan/Protection(1677) Soundings Rag (2693) 1940 Year Built (1332) PRIVI Safety N PienAbutfProt (1679) Revise Rating (2688) 0 Year Rebuilt (1336) SEC Safety 6 —Drain Cond (7664) Photos Rag (2691) Y Subj to NBIS (2614) Condition I Drain Status (7665) Measure Cimc (2694) N —Deck Scaling (7666) 5 —Sdwk Cond (7673) Alpha Span Type: Short Span —Scaling Pct (7667) 6 —Paint Cond (7674) SG CTB In Depth — — Geometric 8 Deck Rutting (7669) 8 Approach Cond (7681) 8 Exposed Rebar (7670) 9 Retaining Wall (7682) Sufficiency Rating 71.32 FO 5 IlCurb Cond (7672) 9 Pier Prot (7683) Low Risk BMS Elements Element Element Description Total Units State 1 State 2 State 3 State 4 12 Concrete Deck 8,755 SF 8,755 0 0 0 35 Concrete Deck Soffit 8,755 SF 8,753 0 2 0 107 Steel Open Girder 214 LF 2141 0 0 0 110 Concrete Girder 399 LF 399 0 0 0 113 Steel Stringer 1,040 LF 1,040 0 0 0 152 Steel Floor Beam 304 LF 304 0 0 0 205 Concrete Pile/Column 9 EA 8 0 1 0 212 Concrete Submerged Pier Wall 144 LF 140 0 4 0 215,Concrete Abutment 144 LF 144 0 0 0 266 Concrete Sidewalk&Supports 1,564 SF 1,5441 0 20 0 311 Moveable Bearing(roller,sliding,etc) 2 EA 0 0 2 0 313 Fixed Bearing 2 EA 2 0 0 0 321 Concrete Roadway Approach Slab 1,792 S 1 1,792 0 01 0 331 1 Concrete Bridge Railing 313 1 LF1 3131 0 01 — 0 BRIDGE INSPECTION REPORT Page 2 of 5 Status:Released Printed On:314/2019 Agency: RENTON CD Guid:73f592f7-b984-44f0-b990-b07dd6130a9c Release Date: 1/28t2019 Program Mgr.Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post BMS Elements (Continued) Element Element Description Total Units State 1 State 2 State 3 State 4 357 Pack Rust 6 EA 2 4 0 0 361 Scour 2 EA 2 0 0 0 401 Asphalt Open Joint Seal 114 LF1 0 0 114 0 409 Steel Sliding Plate w/Raised Bars 114 LF 114 0 0 0 801 AC Overlay with Waterproofing Membrane 8,755 SF 8,755 0 0 0 904 1 Organic Zinc/Urethane Paint System 17,3801 SF 81603 1 01 8,690 87 Notes 0 ORIENTATION: The bridge is oriented west to east. The Cedar River flows south to north. Span I is enclosed behind curtain walls and Pier 2.There is no access to the underside. Span 3 is over a pedestrian walkway. 3 GENERAL NOTE: Old state bridge number was 900/20 11 LOAD RATING: Controlling Point-Shear,Approach T-Beam 12 CONCRETE DECK: The deck is covered with an ACP overlay.See element 801. 35 CONCRETE DECK SOFFIT: The deck soffit has a few transverse and diagonal hairline cracks,some are leaching. Span 2 has 2 SF of poor consolidation near Pier 2 between Stringers 2B and 2C. 107 STEEL OPEN GIRDER: Two lines of steel girders in span 2,do not have redundancy.See the Fracture Critical Report for details. Bottom flange of both girders have soil and debris accumulation and some established vegetation growth. 110 CONCRETE GIRDER: Spans 1 and 3 have 9 lines of structural concrete girders(designated A through 1).The curtain walls in Span 3 were cut off to provide access for the pedestrian walkway.The remaining portion of the curtain walls are now considered fascia beams.The SMS quantity represents the structural girders and not the fascia beams.The fascia beams are designated north and south for reference in the report. Span I girders cannot be inspected due to inaccessibility,curtain walls are still solid. Span 3 girders have vertical hairline cracks in the webs and horizontal hairline cracks in the haunches. 3C-at abutment 4 small void at base. 3i-crack at w haunch interface;extends from bottom flange up both webs to deck soffit.Crack is 1/16"open. The south fascia beam has settled approximately 2"below the sidewalk and is diagonally cracked on the east end. 113 STEEL STRINGER: 10 lines of stringers,21"x 8-1/4" No defects noted. 152 STEEL FLOOR BEAM: 5 steel floorbeams,0 thru 4. The floorbeams have light rust on the top flange,minor pitting and rust blooms on the lower half of the floorbeams. Bottom gusset plates for the cross bracing have minor laminar rust. Floorbeams 1,2,and 3 have pack rust at the south end of the cover plate,up to 3/8"thick. Floorbeam 1 also has pack rust between the bottom flange and lateral bracing plate at midspan. BRIDGE INSPECTION REPORT Page 3 of 5 Status:Released Printed On:31412019 Agency: RENTON CD Guid:73f592f7-b984-44f0-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post (dotes (Continued) 205 CONCRETE COLUMN: Nine columns are visible at the east abutment(Pier 4). Column 4D has a 6"x 4"x 2"deep spall. 212 CONCRETE SUBMERGED PIER WALL: The pier walls have vertical hairline cracks. The fascia walls have cracks along the horizontal construction joints. Pier 2 has a 2 SgFt delamination near the ground line at the southwest corner. Pier 2 has a 16"x 10"x 1-1/4"deep spall with exposed rebar and a few small delaminations at the north end.Breast wall under the south bearing has an 18"diameter spall with exposed rebar. Pier 3 has six spalls,the largest is 11"x 7"x 1/2"deep with exposed rebar on the east side near the south end. 215 CONCRETE ABUTMENT: The west abutment cannot be inspected due to inaccessibility. The east abutment has a few vertical hairline cracks and a horizontal hairline crack under the south sidewalk fillet that is rust stained. The curtain walls at the west abutment have hairline cracks. 266 CONCRETE SIDEWALK&SUPPORTS: The sidewalk soffit has diagonal and transverse hairline cracks,some are leaching,and a few shallow spalls with exposed rebar particularly at the joints.See repair#10005. The joint edges have spalling up to 20"x 4"x 1"deep. The sidewalk edges have a few shallow delaminated and spalled areas with exposed rebar due to lack of cover. Southwest approach sidewalk has been replaced with a new concrete sidewalk slab. SIDEWALK STRINGERS Span 2 stringers have up to 3/4"thick laminar rust on the top flanges near the joints.There are scalloped areas up to 1/4"deep at the south sidewalk. Span 2 north sidewalk near Pier 2 has minor pack rust between the curtain wall and sidewalk stringer. Span 3 south top surface is fretting at the sliding plate. 311 MOVEABLE BEARINGS: Rocker bearings at Pier 2. Both tilted to their full extent in expansion. Bearing 213:grout pad has a full length spall on the east face. 313 FIXED BEARINGS: Fixed bearings at Pier 3. Both have minor surface rust. Most of the grout pad edges are delaminated or spalled. 321 CONCRETE ROADWAY APPROACH SLAB: The approach slabs are 16 ft.long at each end of the bridge and are covered with ACP. 331 CONCRETE BRIDGE RAILING There is exposed rebar at northeast comer of bridge. South rail is offset vertically 1/2"at joint near FB3 357 PACK RUST: Pack rust in the floorbeams and sidewalk stringers.See elements 152 and 266. 361 SCOUR FIELD: Cedar River flows south to north. Piers 2 and 3 are in the water. 401 ASPHALT OPEN JOINTS: Asphalt joints at abutment 1 and 4. Joints not saw cut and not sealed. BRIDGE INSPECTION REPORT Page 4 of 5 Status: Released Printed On: 3/4/2019 Agency: RENTON CD Guid:73f592f7-b984-44fD-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post Notes (Continued) 409 STEEL SLIDING PLATE W1 RAISED BARS: Sliding plate joints at pier 2 and 3. The sidewalk joints are closed tight at southeast and northeast comers of the bridge with spalling on the underside. Several rivet heads on angles at underside of joints have up to 30%section loss. Joints measured at the south curb line: YEAR TEMP WEST EAST TIME 2018 650E 1-3/8" 1-1/4"1:30pm 2017 420F 1-3/8" 1-114"9:20am 2016 54OF 1-1/8" 1-1 6:30am 2014 50OF 1-3/8" 1-3/8"8:00am 12012 0°F 11-7/16" 1-1/4" 801 AC OVERLAY: The ACP overlay has a few transverse cracks over the floor beams. 904 ORGANIC ZINC/URETHANE PAINT: Paint system is generally weathered and chalky(50%)and has a few areas of surface rust and scattered rust blooms(0.5%). The bridge girders and floorbeams are starting to accumulate bird guano on the horizontal components. REPAIR#10003. 1660 OPERATING LEVEL 1680 SCOUR OFFICE: Piers 2 and 3 are subject to vertical wall abutment scour.The channel is slightly contracted by the piers and approaches.The abutments are founded on piles and have 2'-6"thick pile caps.Piers 2 and 3 are founded on 2-0'thick spread footings and 4'-0" thick seals with the top of the footing 12 ft.below the pier cap(elev. 14.0). Next sounding should be taken by April 2022 to maintain 72 month frequency. 2675 UTILITIES: -South overhang has a bundle of twelve 4"and a 1-1/2"conduit. -North overhang has bundles of six 4",bundle of twelve 4",a 10"water line,and a 3"conduit. -Between Stringers A and B 8"iron pipe,hangers at deck connections are heavily rusted,shims in saddles are deteriorated and crumbling.See Repairs. -Between Stringers B and C is a bundle of 4 pipes. -North rail has a stream gauge. 7664 DRAIN CONDITION: Deck and sidewalk drains are open,downspouts are missing under the north sidewalk drains. Uncontrolled flow from the drain is pouring onto a duct bank and dripping on the exterior bottom flange of the girder A. 7672 CURB CONDITION: Top 7.5"of steel girders are exposed in span 2.4"concrete curbs under the top flange on roadside and sidewalk face of steel girders. Roadside: Spalled concrete at joint locations and gaps at floor beam locations allow surface runoff and debris to flow onto interior face of steel girders. Diagonal open cracks at west joint on north side. Sidewalk face: Ends of concrete curbs are broken with large open gaps at the interface with steel floor beams. Open gaps in sidewalk curb allow surface runoff and debris to flow onto exterior face of steel girders. Repairs Repair No Pr I R Repair Descriptions Noted Maint Verified BRIDGE INSPECTION REPORT Page 5 of 5 Status:Released Printed On:3/412019 Agency: RENTON CD Guld:73f592f7-b984-44f0-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br.No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post Repairs (Continued) Repair No Pr R Repair Descriptions Noted Maint Verified 10001 1 B CONCRETE PIER WALL: 4i26/2014 Pier walls 2 and 3 have spalls with exposed rebar. Remove loose concrete,clean exposed rebar,and coat with rust inhibitor. Patching is not necessary. BMS/NBI Element(s)Affected: 212. 10003 1 B CLEAN AND PAINT STEEL 4/23/2016 Remove the bird guano and moss from the structure and wash the steel components.Scale rust blooms and remove pack rust.Spot paint exposed steel surfaces. BMS/NBI Elements)Affected: 904. 10004 1 B UTILITY:t 4/27/2018 Span 3 betweem girderA and B: 1.Replace deteriorated hangers for 8"iron pipe. 2.Add conduit section for exposed electrical wires for luminaires. 10005 1 B CONCRETE SIDEWALK: 9/20/2018 1.Repair spalls throughout sidewalks. 2.Replace curb sections that have spalled off near joints. 3.Install drainage system that prevents water from draining onto steel girders. Inspections Performed and Resources Required Report Type Date f Le-q Hrs 1M CertNo Coinsp Note Routine 9/20/2018 24 3.0 MAG G1103 HP Resources Hours Min Pref Max Freq Date Need Date Override Notes Scheduling Recommended inspecting piers for scour during Restrictions low flow. Fracture Critical 9/20/2018 24 3.0 MAG G1103 HP Resources Hours Min Pref Max Freq Date Need Date Override Notes OBIT 50 Any OBIT will require deployment off both sides of the bridge. Flagging Contact NWR Bridge at(425)440-5251 for traffic control. Scheduling Inspection schedule updated to fall when water Restrictions is at low flow. Third Party The City of Renton must be notified if work will Notification commense prior to 9:00 AM.There is a city ordinance that prohibits work before 9:00 AM however,since our inspection work is not a noise concern,they just request notification. Contact: Pat Miller,Construction Inspector Supervisor,City of Renton,(425)430-7439 (office)or(206)794-6162(cell). Equipment 9/20/2018 24 3.0 MAG G1103 HP Resources Hours Min Pref Max Freq Date Need Date Override Notes OBIT SDOT-UB62 Flagging SDOT TRAFFIC CONTROL CREW BRIDGE INSPECTION REPORT Page 1 of 15 Status:Released Printed On:3l4f2019 Agency: RENTON CD Guid:73f592f7-b984-44fO-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 STRINGERS f AND DECK SOFFIT {root} a Photo Type: G-General Orientation: UP c Date: 9120/2018 a Repairs: REMARKS:Stringers and deck soffit f PHOTO RENTOW �r 42 SPAN 1 K CURTAIN WALL {root} ... Fy Photo Type: G-General Orientation: N Date: 9/20/2018 Repairs: REMARKS:Span 1 curtain wall BRIDGE INSPECTION REPORT Page 2 of 15 Status:Released Printed On:3412019 Agency: RENTON CD Guid:73f592f7-b984-44t0-b990-b07dd6130a9c Release Date: 1/2812019 Program Mgr. Roman G.Peraita Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mite Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 SIDEWALK ' r F SOFFIT AT FB-3 B _ {root} 4' Photo Type: G-General Orientation: UP Date: 9/20/2018 Repairs: REMARKS:Algae staing on east sidewalk soffit at FB-3 AM 6 � S 2 ' +y" PHOTO RENTON- �' Ism,,, ��• , < 42 SIDEWALK .{ '" • ^ "` CURB NEAR JOINTS {root} ' ` Photo Type: R-Repair Orientation: DN Date: 9/20/2018 Repairs: 10005 REMARKS:Typical sidewalk curb near joints f ay r f it 'a 2 BRIDGE INSPECTION REPORT Page 3 of 15 Status:Released Printed On:3/4/2019 Agency: RENTON CD Guid:73f592t7-b984-44f0-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 SIDEWALK j CURB BRKN AT S FB2 {root} Photo Type: R-Repair Orientation: DN �. Date: 912 012 01 8 Repairs: 10005 REMARKS:Spalled off curb section south side at FB-2 allows water to drain directly onto girder 2B at midspan PHOTO RENTON- 42 UTILITY RUSTED HANGER SPAN 3 (root) Photo Type: R-Repair Orientation: N Date: 9/20/2018 Repairs: 10004 i'. REMARKS:Exposed electrical wire in span 3 u a 2!I' 12._ : 21 ' t- BRIDGE INSPECTION REPORT Page 4 of 15 Status:Released Printed On: 3/4/2019 Agency: RENTON CD Guid:73f592f7-b984-44f0-b990-b07dd8130a9c Release Date: 1/2812019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 S FASCIA _ BEAM INSIDE FACE {root} Photo Type: G-General Orientation: SW Date: 9120/2018 Repairs: REMARKS:Diagonal shear crack above curtain wall cut-out near SE corner of bridge r7 fl .E " 9 PHOTO RENTON- 42 RAIL OFFSET t + VERT SE FB3 . "i' root Photo Type: G-General Orientation: SE Date: 9/20/2018 Repairs: REMARKS:Elevation difference in concrete rail at FB-3 M i 9 1 1 BRIDGE INSPECTION REPORT Page 5 of 15 Status:Released Printed On: 3/412019 Agency: RENTON CD Guid:73f592t7-b984-44f0-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTOW 42 P3 {root? Photo Type: G-General Orientation: NE Date: 9/20/2018 Repairs: REMARKS:Pier 2 and channel : } i�F { PHOTO RENTOW 42 P3 WALL SPALL WITH REBAR {root} Photo Type: R-Repair Orientation: E Date: 9/20/2018 Repairs: 10001 REMARKS:Spall with exposed rebar on south side pier 3 near bearing 3B ` I i. BRIDGE INSPECTION REPORT Page 6 of 15 Status:Released Printed On:3/4/2019 Agency: RENTON CD Guid:73f592f7-b984-4410-b990db07dd6130a9c Release Date: 1/2812019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- _--- 42 P2 {root} Photo Type: G-General Orientation: SW Date: 9/20/2018 Repairs: REMARKS:Pier 3 and channel NO Aik 17 �~ "ry b, PHOTO RENTON- 42 JOINT NE SPALL (root) Photo Type: D-Deck Orientation: DN Date: 9/20/2018 Repairs: REMARKS:4 inch D spall on west side of spall at pier 3 BRIDGE INSPECTION REPORT Page 7 of 15 Status:Released Printed On:314/2019 Agency: RENTON CD Guid:73t592f7-b984-44M-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br.No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Past 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 JNT E {root} Photo Type: D-Deck Orientation: NW Date: 9/20/2018 Repairs: REMARKS:Open east joint at abutment 4,not sawcut or sealed I PHOTO RENTON- 42 GIRDER 3i CRACK {root} Photo Type: G-General Orientation: NE Date: 9/20/2018 Repairs: REMARKS:Crack in 31 at abument 4 K ^yi "" BRIDGE INSPECTION REPORT Page 8 of 15 Status:Released Printed On:3/4/2019 Agency: RENTON CD Guid:73f592f7-b984-4410-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr: Roman G.Peraita Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- —— -- 42 FB2 AT B {root} Photo Type: G-General Orientation: SE t, Date: 9/20/2018 Repairs: REMARKS:Girder 28 midspan connection to FB-2 09/20/2018 13 : 16 PHOTO RENTOW T' 42 SE SIDWALK awir JOINT W SPALL I {root} _ Photo Type: R-Repair Orientation: SW Date: 9/20/2018 Repairs: 10005 REMARKS:Spali at SE sidewalk joint at pier3 �r� BRIDGE INSPECTION REPORT Page 9 of 15 Status:Released Printed On: 3/4/2019 Agency: RENTON CD Guid:73f592f7-b984-4410-b9W-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br.No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 F134 PACK RUSTAT PL (root) Photo Type: R-Repair Orientation: UP Date: 9/20/2018 - Repairs: 10003 REMARKS:Pack rust at bottom flange _ +� plate south end of F13-1 I PHOTO RENTON- - 42 FB4 AT A (root} Photo Type: G-General Orientation: NW ills Date: 9/20/2018 Repairs: ' REMARKS:Minor corrosion of rivet heads at bottom flange of girder 2A at FB .. rt BRIDGE INSPECTION REPORT Page 10 of 15 Status:Released Printed On:314/2019 Agency: RENTON CD Guid:73f592f7-b984-4410-b990-b07dd6130a9c Release Date: 1/2812019 Program Mgr. Roman G.Peralta Br.No. RENTON-42 SID 0002504A Br.Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 ELEVATION (root) Photo Type: E-Elevation Orientation: S Date: 9/20/2018 Repairs: REMARKS:North Elevation �. '.{`` •* �5* r ;fir r ° PHOTO RENTON- ti 42 DECK AND RAILS LK W {root} Photo Type: D-Deck Orientation: W Date: 9120/2018 Repairs: REMARKS:Top of deck ` BRIDGE INSPECTION REPORT Page 11 of 15 Status:Released Printed On: 314l2019 Agency: RENTON CD Guid:73f592f7-b984-4410-b990-b07dd6130a9c Release Date: 1/2812019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTOW j• _ 42CRKABOVE FB4 {root) ' Photo Type: D-Deck lat Orientation: NW was" Date: 9/20/2018 f Repairs: REMARKS:Transverse crack in deck above FB-1 PHOTO RENTOW 42 CRACK SE CURTAIN WALL BEAM {root} Photo Type: G-General Orientation: NW Date: 9/20/2018 Repairs: - REMARKS:Growing crack above south east curtain wall 1 BRIDGE INSPECTION REPORT Page 12 of 15 Status:Released Printed On: 314/2019 Agency: RENTON CD Guid:73f592f7-b984-4410-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 BRIDGE RAIL NE CORNER {root} Photo Type: G-General _ Orientation: NW Date: 9/20/2018 _ Y 'F '• J Repairs: REMARKS:Exposed rebar at east end " on north rail i a � PHOTO RENTON- 42 BRG 313 {root} Photo Type: G-General Orientation: NE Date: 9/20/2018 Repairs: REMARKS:Bearing 3B vegetation and moss growl } t t BRIDGE INSPECTION REPORT Page 13 of 15 Status:Released Printed On:31412019 Agency: RENTON CD Guid:73f592f7-b984-44fD-b990-b07dd6130a9c Release Date: 1/2812019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br.Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTON- 42 BRG 26 _ + stiffner ptts are in contact {root} Y Photo Type: G-General Orientation: S Date: 9/20/2018 Repairs: ' REMARKS:Bearing 2B is fully extended k1 i L PHOTO RENTON- 42 BRG 2A {root} a � Photo Type: G-General Orientation: S Date: 9/20/2018 Repairs: REMARKS:Bearing 2A vegetation growth sk A: { 11 BRIDGE INSPECTION REPORT Page 14 of 15 Status:Released Printed On:3t412019 Agency: RENTON CD Guid:73f592f7-b984-44t0-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br.No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post PHOTO RENTOW OPP— 42 ABUTMENT 4 (root) Photo Type: G-General Orientation: E Date: 9/20/2018 Repairs: REMARKS:Span 3 and abutment f �Y 1 , i " / i e BRIDGE INSPECTION REPORT Page 15 of 15 Status: Released Printed On:3/4/2019 Agency: RENTON CD Guid:73f592f7-b984-44f0-b990-b07dd6130a9c Release Date: 1/28/2019 Program Mgr. Roman G.Peralta Br. No. RENTON-42 SID 0002504A Br. Name BRONSON WAY Carrying BRONSON WAY Route On 00900 Mile Post 10.72 Intersecting CEDAR R Route Under Mile Post Entry Name Folder Name Type Repairs Page PHOTO RENTON-42 STRINGERS AND DECK {root} G 1 SOFFIT PHOTO RENTON-42 SPAN 1{root} G 1 CURTAIN WALL PHOTO RENTON-42 SIDEWALK SOFFITAT FB-3 {root} G 2 B PHOTO RENTON-42 SIDEWALK CURB NEAR {root} R 10005 2 JOINTS PHOTO RENTON-42 SIDEWALK CURB BRKN AT {root} R 10005 3 S FB2 PHOTO RENTON-42 UTILITY{roat} R 10004 3 RUSTED HANGER SPAN 3 PHOTO RENTON-42 S FASCIA BEAM INSIDE FACE{root} G 4 PHOTO RENTON-42 RAIL {root} G 4 OFFSET VERT SE FB3 PHOTO RENTON-42 P3 {root} G 5 PHOTO RENTON-42 P3 {root} R 10001 5 WALL SPALL WITH REBAR PHOTO RENTON-42 P2 {root} G 6 PHOTO RENTON-42 JOINT NE SPALL {root} D 6 PHOTO RENTON-42 JNT E {root} D 7 PHOTO RENTON-42 {root} G 7 GIRDER 3i CRACK PHOTO RENTON-42 FB2 AT B {root} G 8 PHOTO RENTON-42 SE {root} R 10005 8 SIDWALK JOINT W SPALL PHOTO RENTON-42 FBA { PACK RUST AT PL root} R 10003 9 PHOTO RENTON-42 FBA AT A {root} G 9 PHOTO RENTON-42 ELEVATION {root} E 10 PHOTO RENTON-42 DECK {root} D 10 AND RAILS LK W PHOTO RENTON-42 CRK ABOVE FBA {root} D 11 PHOTO RENTON-42 CRACK{root} G 11 SE CURTAIN WALL BEAM PHOTO RENTON-42 (root) G 12 BRIDGE RAIL NE CORNER { PHOTO RENTON-42 BRG 313{root} G 12 PHOTO RENTON-42 BRG 2B root} G 13 stiffner pits are in contact { PHOTO RENTON-42 BRG 2A{root} G 13 PHOTO RENTON-42 ABUTMENT4 {root} G 14 MVi► Washington State WSBIS Local Agency Inventory Report Department of Transportation nal aeM ai32 t9t9 12H8 1021 aoa3 11M 2181 2183 21. 1100 1188 Structure ID Bm}ge Number Bridge Nam ¢ Gity Location Lafilude Wrtiftxie Bridge IDxt 0002504A RENTON-42 BRONSON WAY 1 04 1 04 1 17 1070 1 .2 E JCT SR 515 18 23 05E 47°28'55.50" 122'12'10A0" 0.2 MI E JCTSR 515 47'28'55.80" 122°12'10SO" ta32 12s6 1MB )28t]283 1— 1288 1a86 Im 1293 Issa 22B6 T2M Printed Sufficiency Rating: Feature lnmraerled FacBitiea Carrietl Region m ro FIPS £ w 3 JA5 m i Date 71M ben 27186R u ry ry een Facilities p 3t412019 FO 2711 Sibi CEDAR R BRONSON WAY NW 37 0 57740 3 N Low Risk 1.2 1336 1340 23a6 1— t3M 13. t3M 1364 196T 1310 1312 137a 1374 i3)8 1379 1382 1.3 iSM 138T 1386 last tan 1397 Year Year Drug Maximum Lanes Curb M Curb Out is Out Sidewalk Sidewalk d' n Min Vert Min Van Vert Mm Lat Let Min tat ".'Vert Nav Holz Nav Vex g Appr Built Rebuilt Length NBIS Length Span Length On Deck wadth Dark Wdth Left Right Over Deck Under Code Under Right Code Under Leb eca Clear Clear Lift peal — Rdwy Layout 1940 D 1 156 104 5 Wo 70.6 5.0 5.0 8 N 99'99" 00'00" N 0.0 N 0.0 0 0 0 0 60 167 71.3 S8 1632 1a33 1a34 1436 2440 taa5 1ae1 lass 1457 1403 148) 14]] - 2N0 7479 1483 1484105 lass 1487 - 140 i384 1M1 me5 Mar 1413 2441 _ Lane Horiaontal Horizontal Maz Vert Truck Yea of Futon: Unear(?ekrencin LRS m as Fed Aid m m Funct (� Grossingo Route Number Milepost ADT Future ADT g tRS Milepost pall Use .m Cleemnw Co..mnce (gearance a 3,8 n p % ADT ACT Yea System Sub �'m Rod@ k in Direction Route Dir Reverse Dir Routs 1 5 1 00900 10.72 20000 4 2016 29248 2036 9D00O2NDST 00 10,72 Y 0900 1 1 0 0 14 Y 2 0 58'00" 2 35 1832 1633 1633 1538 1SM tsar ISO t54s 1646 1s47 n48 15a9 i5M 1161 1552 1a. 16M t855 15e6 late tare leM T866 786T Main Main Appr Appr Number Number Des�nEM-.th.d S S S San Main A Sercrce Service Deek Wearing Membrane D' Laad RetIn Rats Fr P tm Ratin 3r Border Stmcture lD Fed Am Project No Mal�exal n Mai�edal De' S Sppr On Under Typesoxace ProtectCie Tons Fachr Method Tons FachgrExemptionDesign sign sign pans pans3 03 1 04 1 2 5 5 1 S 2 0 2 51 1 31 269T aBBB 2808 2M0 204 aMa 2MB 2594 259i a59B 2M5 2898 7832]833]834 7836]836 TBST T838]BM)848 J641 1844 1868 1847 28M 2860 106] 18)3 2B)o teat 18T8 2883 � x x 'a m o 2 "?O S�g -i a:f Sub Imp Roadway Cost El tmt v v Lead m A >S rn 2 EV 2 EV 3 OL i OL 2 Water—yl $_n $ m¢ Q g $' `z g*� P* Length Vadth Per SF Sbuct Cost Rdary Cost Engr Cost Total Cost Year O Rating m <,,, °`� "� ProPimP 1.80 1,80 1,79 125 1.40 0.83 35 1 156 62 400 1934 387 1648 1 3869 2014 Y F B N N 3 1 N F N 2 157 58 1821 364 1457 3642 'Y 2a29 1990 n- Msd C impee8 Data on Iran-. can xa ca—mr hlapecHon Dam hlapermr eartwo ewn.parmT inepac6oa mre Iroa«ra eexxo cwneP Y« w Routine 9/2 012 01 8 MAG G1103 HP EInterimInertn Fracture Critical 92012018 MAG G1103 HP Types Special Feature Underwater UWInterim Inventory EXHIBIT F BRIDGE RATING SUMMARY +' ) N. .lI • ♦S'SIONAL Bridge Name: Cedar River Bridge Bridge Number: 900/20 Span Types: Concrete T-Beams& Steel Girders Bridge Length: 156 ft Design Load: H-15 Rated By: M.N. Al-Salman Checked By: Date: 3/2012 Inspection Report Date: 10/03/2010 Substructure Condition 7 Rating Method: F Deck Condition 6 Overlay Thickness: 3.0"ACP Superstructure Condition 6 Truck RF(INV) RF(OPR) Controlling Point AASHTO I 1.08 1.80 Moment, steel Stringers AASHTO 2 1.08 1.80 Moment, steel Girders AASHTO 3 1.07 1.79 Moment, steel Girders NRL 0.75 1.25 Moment, steel Stringers OL-1 0.84 1.40 Moment, Floor Beam OL-2 0.50 0.83 Moment, steel Girders NBI Rating RF TONS Controlling Point Inventory(HS20) 0.85 31 Shear, approach T-Beam Operating(HS20) 1.43 51 Shear, approach T-Beam Remarks: EXHIBIT G Washington State Department of Transportation Bridge Seismic Retrofit Information Structure ID: 0002504A Bridge Name: Route: Milepost: Region: NW Bridge No.: 900/20 CEDAR R 00900 10.72 County: King County Location Longitude: Latitude: Structure Length: Out to Out Width: o 1 n o 1 if 0.2 E JCT SR 515 122 12 10.4 47 28 55.5 156 ft. 70.6 ft. Feature Intersected: PGA(500yr): PGA(1000yr): Span Type: Main Spans: 1 CEDAR R 32.26 %g 44.10% %g SG CTB Appr.Spans: 2 Year Built: 1940 ADT: 18280 Detour Length: Skew Angle: Pier Type: Foundation Type: Year Truck Rebuilt: 0 Pct: 5 % 2 miles 8 Pier Wall 7. u 1��, it � ... °•4< mnmrnwo�+rfnit7IIt 9 117ii11717i1 Bridge Notes: Retrofit Program Notes: Two main piers, piers 2 and 3, support steel main span are hollow cell The 2005 Transportation Partnership Account(TPA)included funding abutments. Pier 3 has two rocker bearings supporting main girders. to perform seismic retrofit work on this bridge. A project that includes this bridge is likely to be scheduled in the 2009-11 biennium. Completed Retrofit Notes: Remaining Retrofit Notes: A seismic analysis will be done to determine what work is required. Typical retrofit measures and costs are: Cross-Beam Bolsters = $1,500/LF of Cross Beam,Girder Stops= $1,500/Each,Column Jackets(Dry) = $50,000/Col. (Wet) = $125,000/Col. Overall Br Retrofit Status: R Total Number of Columns: Isolation Bearing Candidate: ❑ Special Br Retrofit Status: Number of Wet Columns: Bridges w/Outrigger Beams: False Super Retrofit Status: R Number of Single Columns: DNR Liquifaction Susceptibility: Moderate to High Sub Gr 3 Retrofit Status: N Sub Gr 4 Retrofit Status: N Bridgs w/ Hollow Core Piles: False Bridge Requires Further Evaluation: ❑ C=Complete P=Partially Complet Priority: Estimated Bridge Item Cost: $711,700.00 R=Required N=Not Required 230 D=Differed X=Excluded I=ln Progress Estimated Total Project Cost: $1,423,400.00 Bridge and Structures Office 6/20/2016 Washington State Department of Transportation Bridge Seismic Retrofit Information Structure ID: 0002504A Bridge Name: Route: Milepost: Region: Northwest Bridge Number: 900/20 CEDAR R 900 10.72 County: King Location: Longitude: Latitude: Structure Length: Out to Out Width: o I n o I n 0.2 E JCT SR 515 122 11 48 47 28 48 156 f t. 70.6 f t. Feature Intersected: PGA: Seismic Zone: Span Type: Main Spans: 1 CEDAR R 32.24 og C SG CTB Appr.Spans: 2 Year Built: 1940 ADT: 23000 Detour Length: Skew Angle: Pier Type: Footing Type: Year Truck 2 miles 8 Pier Wall Rebuilt: Pct: 3 % ieP IT - NJ i _ -- "nigiupllltl lfllll lllllll 1111119111111 - Bridge Notes: Retrofit Program Notes: Two main piers, piers 2 and 3, support steel main span are hollow cell abutments. Pier 3 has two rocker bearings supporting main girders. Completed Retrofit Notes: Remaining Retrofit Notes: Install catcher blocks at Pier 3. (2 total). All Bridge Retrofit Status: R Total Number of Columns: 07-09 Rank: Special Br Retrofit Status: No.of Wet Retrofitted Columns: Superstr Retrofit Status: R Isolation Bearing Candidate: ❑ 2005-07 CN Funding: 0 Substr Group 3 Status: N Bridge Requires Further Evaluation: ❑ 2005 New Revenue Funding Category: H Substr Group 4 Status: N C=Complete P=Partially Complet Estimated Total Bridge Item Cost: $22,000.00 R=Required N=Not Required Estimated Total Retrofit Project Cost: $39,600.00 D=Differed X=Excluded I=1n Progress Bridge and Structures Office 1/27/2006 EXHIBIT H Sc jr Summary Report Brg No 900/20 Waterway: CEDAR RIVER Scour Code 5 Owner Washington State Structure id: 0002504A Q100: 8,750 cfs Water Surface Elev: 29.9 ft. Q500: 11,000 cfs Water Surface Elev: 31.6.ft. Superstructure Low Point (pt. obstructs water flow) ft. Q When High Water Touches Bottom of Bridge (If<Q500): cfs, Angle of Attack: 0 deg Thalweg Elevation: 21.8 ft. Velocity: V1 00 10.0 ft/sec; V500: 10.9 ft/sec NOTE: All elevations shall be in feet. Pier Number: Bottom Foundation Elev Calculated Scour Elev Pile Tip Elev 21.5 2 8.0 3 8.0 4 22.5 Mitigation: In Place and Functioning: N Description of Mitigation: Comments: NGVD from FEMA does not match datum on plans.Local pier scour doesn't occur at this bridge,only contraction and abutment scour. The abutments are founded on piles and have 2'-6"thick pile caps. The intermediate piers are founded on 2'-0"thick spread footings and 4'-0"thick seals. Frequencies: Type of Inspection Frequency (years) Year Freq. Established Stream Cross Section Upstream Rail 6 2010 Underwater Fathometric Analyzed By: WSDOT RPH, Updated JPID Date of Analysis 7/9/2013 Page 1 of 1 Printed 4/27/2015 EXHIBIT I Steel Bridge Paint Form �mm , Bridge Number: Bridge Name: Milepost: Region: 900 / 20 CEDAR R 10 . 72 Northwest Year Built Bridge Type: Steel Span Length: Width(curb-curb): Steel Tonnage: 1940 SG CTB 104 ft . 56 ft . 158 Paint Age: Paint Color: 26329 Steel Surf.Area: BMS Cond State 2: BMS Cond State 3: 16 Steel Gray 17, 380 sqft 500 sgft 100 sgft Next Paint Year: Priority Rank: OK/Due/Past Due CPMS Ad date: Paint Pin Number: Future$/SF Future Paint Cost: 143 Due $50 $434, 500 Years Painting Cycle Cycle 1999 8 1970 13 17 1953 - 13 17 1940 - 16 $ - i X This bridge is located near to the city of Renton's public library. Washington State Department of Transportation 6/20/2016 Bridge and Structures Office EXHIBIT J CAG-18-125 Departmew of i- 5pWumon Local Programs State Funding Agency and Address City of Renton Agreement Public Works Dept./Transportation Division Work by Public 1055 5 Grady Way Agencies Renton, WA 98057 Agreeme be Maximum Amount Authorized Location and Description of Work(See also Exhibit"A") 3,000,000 95 .00 See attached Exhibit A for Project name, description and Participating Percentage Project Number location. 100.00% r This AGREEMENT is made and entered into this day of between the STATE OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, hereinafter called the "STATE," and the above named organization, hereinafter call the "AGENCY" WHEREAS, the AGENCY is planning the work shown above, and in connection therewith, the AGENCY has requested financial assistance for the project or program, and WHEREAS, the AGENCY has requested funds for the above shown project or program, which has been selected by the STATE for funding assistance. NOW THEREFORE, in consideration of the terms, conditions, covenants, and performances contained herein, or attached and incorporated and made a part hereof, IT IS MUTUALLY AGREE AS FOLLOWS: Estimate of Funding Type of Work (1) (2) (3) Estimated Total Estimated Agency Estimated Project Funds Funds State Funds PE a.Agency 48,000.00 0.00 48,000.00 b.Other Consultants 570,000.00 0.00 570,000.00 c.Other 0.00 0.00 0.00 d.State 2,000.00 0.00 2,000.00 e.Total PE Cost Estimate(a+b+c+d) 620,000.00 0.00 620,000.00 Right of Way f.Agency 0.00 0.00 0.00 g.Other 0.00 0.00 0.00 h.Other 0.00 0.00 0.00 i.State 0.00 0.00 0.00 J.Total RM Cost Estimate(f+g+h+i) 0.00 0.00 0.00 Construction k.Contract 0.00 0.00 0.00 (.Other Consultants 0.00 0.00 0.00 m.Other 0.00 0.00 0.00 n.Other 0.00 0.00 0.00 o.Agency 0.00 0.00 0.00 p.State 0.00 0.00 0.00 q.Total CN Cost Estimate(k+I+m+n+o+p) 0.00 0.00 0.00 r.Total Project Cost Estimate(e+j+q) 620,000.00 0.00 620,000.00 DOT Form 140-087 Page 1 Revised 06/2018 I IV General Legal Relations The AGENCY agrees to perform the above described work in accordance No liability shall attach to the AGENCY or the STATE by reason of with the Project Application attached hereto as"Exhibit A"and made a entering into this AGREEMENT except as expressly provided herein. part of this AGREEMENT. V Plans,specifications,and cost estimates shall be prepared by the Nondiscrimination AGENCY in accordance with the current State of Washington Standard The AGENCY agrees to comply with all applicable state and federal Specifications for Road,Bridge,and Municipal Construction and adopted laws,rules,and regulations pertaining to nondiscrimination and agrees design standards,unless otherwise noted. The AGENCY will incorporate to require the same of all subcontractors providing services or performing the plans and specifications into the AGENCY's project and thereafter any work using funds provided under this AGREEMENT. advertise the resulting project for bid and,assuming bids are received Vi and a contract is awarded,administer the contract,or if the project is of Venue a size which the AGENCY is authorized to perform with its own forces For the convenience of the parties to this AGREEMENT,it is agreed that under the laws of the State of Washington,the AGENCY may proceed any claims and/or causes of action which the AGENCY has against the with its own forces. STATE,growing out of this AGREEMENT or the project or program with All work performed under this AGREEMENT shall comply with the which it is concerned,shall be brought only in the Superior Court for applicable provisions of state law. Thurston County. 11 VII Payment Termination The STATE,in consideration of the faithful performance of the work to The Secretary of the Department of Transportation may terminate this be performed by the AGENCY,agrees to reimburse the AGENCY for AGREEMENT if the funding becomes unavailable or if the Secretary the percentage of the actual direct and related indirect cost of the work determines that it is in the best interest of the STATE. shown above,up to the"MAXIMUM AMOUNT AUTHORIZED". The Vlll agency will comply with Governmental Accounting Auditing and Financial Final Report and Final Inspection Reporting Standards and applicable state law and local regulations, Within ninety(90)days following the completion of the project and policies and procedures. No payment will be made for work done prior to submission of the final billing for the project,a final report and/or final execution of this AGREEMENT. inspection shall be submitted to the Director,Highways&Local Programs Partial payments shall be made by the STATE,upon request of the containing the fallowing information: AGENCY,to cover costs incurred. These payments are not to be more frequent than one(1)per month. It is agreed that any such partial Non-Capital Projects payment will not constitute agreement as to the appropriateness of any 1. A description of the project or program. item and that,at the time of the final audit,all required adjustments will 2. A summary of actual costs of the project or program. be made and reflected in a final payment.The AGENCY agrees to submit a final bill to the STATE within forty-five(45)days after the AGENCY has 3. An evaluation of the project or program. This should address completed work. aspects such as transportation and/or other benefits to the The AGENCY agrees that all costs in excess of the amount authorized public. and the AGENCY's matching funds shall be the responsibility of the Capital Projects AGENCY. 1. A final inspection is required. III Audit IX The AGENCY agrees that an audit may be conducted by the STATE. Supplement During the progress of the work and for a period not less than three(3) This agreement may be modified or supplemented only in writing by years from the date of final payment to the AGENCY,the records and parties. accounts pertaining to the work and accounting thereof are to be kept available for inspection and audit by the STATE and copies of all records, accounts,documents,or other data pertaining to the project will be furnished upon request. If any litigation,claim,or audit is commenced, the records and accounts along with supporting documentation shall be retained until all litigation,claim,or audit finding has been resolved even though such litigation,claim,or audit continues past the three-year retention period. IN WITNESS WH OF,the parties heret ave executed this AGREEMENT on the day and y ar la written below. AGENCY �.�,,"`� ��rrir� STATE .0. ,��au�uini i By: By: '''� C? '�., irector,Local Programs AL Title: Mayor D i s L a * L , z _ =Date: ATTEST: �., �+ 'o" DOT Form 140 1 on Seth �bMi �n 0h�i`` DEC �` 2018 Paget Revised 06/ 18 ��rJ��RA+;ED 8E4;`S,�� VK GAP Washington State State Department of Transportation Local Agency Federal Aid Project Prospectus Prefix Route ( ) Date 9-17-18 Federal Aid Project Number DUNS Number 092278894 LocalAgency CAG-1$-125 r WSDO y 1 Federal Employer 91-6001271 Project Number 1 Use Only J Tax ID Number Agency CAAgency Federal Program Title City of Renton ❑✓ Yes ❑No ❑20.205 ❑Other Project Title Start Latitude N 470 28' 55.6" Start Longitude W 1220 12' 10.8" Bronson Way Bridge-Seismic Retrofit and Painting End Latitude N 470 2$r 56.$" End Longitude W 1220 12 9.0" Project Termini From-To Nearest City Name Project Zip Code(+4) Mill Ave. S N Riverside Dr. Renton 98057-5647 Begin Mile Post End Mile Post Length of Project Award Type N/A N/A N/A 0 Local❑Local Forces❑State❑Railroad Route ID Begin Mile Point End Mile Point City Number County Number County Name 900 10.72 10.75 1070 17 King WSDOT Region Legislative District(s) Congressional District(s) Urban Area Number Northwest Region 37 9 1 Total Local Agency 'StIgbe. Funds Phase Start Phase Estimated Cost Funding Date Nearest Hundred Dollar Nearest Hundred Dollar Nearest Hundred Dollar Month Year P.E. 620,000 0 620,000 10 2018 R/W 0 0 0 N/A N/A Const. 2,380,000 0 2,380,000 5 2020 Total 3,000,000 0 3,000,000 Description of Existing Facility(Existing Design and Present Condition) Roadway Width Number of Lanes 56 feet 5 Bridge built in 1939.Main span is 2 steel thru-plate girders,with deck beams spanning between them to support deck. Fracture critical. Last painted in 1999. Seismic site class E. Seismic retrofit not done since built. Description of Proposed Work Description of Propose Work(Attach additional sheet(s)if necessary) irfidge-res64 'a ett;seismic retrofit and painting. Local Agency Contact Person Title Phone Derek Akesson Transportation Project Manager 425-430-7337 Mailing Address City State Zip Code Renton City Hall - 5th Floor, L055 S Grady Way Renton WA 98057 By2&,/ Project Prospectus Approving Authority j Title Transportation Design Manager Dates j DOT Form 140-101 Page 1 Revised 04/2015 Previous Editions Obsolete Aft Washington State State Local Department of Transportation Agency Feel Aid Project Prospectus Prefix Route ( ) Date 9-17-18 Federal Aid DUNS Number 092278894 Project Number LocalAgency CAG-18-125 l WSDO y Federal Employer 91-6001271 Project Number 1 Use Only Tax ID Number Agency CAAgency Federal Program Title City of Renton ❑✓ Yes ❑No ❑20.205 [:]Other Project Title Start Latitude N 470 2$' 55.6" [Start Longitude W 1220 12' 10.8Bronson Way Bridge-Seismic Retrofit and Painting o „ o , „ End Latitude N 47 2$ 56.8 nd Longitude W 122 12 9.0 Project Termini From-To Nearest City Name Project Zip Code(+4) Mill Ave. S N Riverside Dr. Renton 98057-5647 Begin Mile Post End Mile Post Length of Project Award Type N/A N/A N/A Z Local❑Local Forces❑State❑Railroad Route ID Begin Mile Point End Mile Point City Number County Number County Name 900 10.72 10.75 1070 17 King WSDOT Region Legislative District(s) Congressional District(s) Urban Area Number Northwest Region 37 9 1 Total Local Agency t to Funds Phase Start Phase Estimated Cost Funding Date Nearest Hundred Dollar Nearest Hundred Dollar Nearest Hundred Dollar Month Year P.E. 620,000 0 620,000 10 2018 R/W 0 0 0 N/A N/A Const. 2,380,000 0 2,380,000 5 2020 Total 3,000,000 0 3,000,000 Description of Existing Facility (Existing Design and Present Condition) Roadway Width Number of Lanes 56 feet 5 Bridge built in 1939. Main span is 2 steel thru-plate girders,with deck beams spanning between them to support deck. Fracture critical.Last painted in 1999. Seismic site class E. Seismic retrofit not done since built. Description of Proposed Work Description of Proposed Work(Attach additional sheet(s)if necessary) Bridge preservation, seismic retrofit and painting. Local Agency Contact Person Title Phone Derek Akesson Transportation Project Manager 425-430-7337 Mailing Address City State Zip Code Renton City Hall - 5th Floor, L055 S Grady Way Renton WA 98057 By 2 Project Prospectus Approving Authority Title Transportation Design Manager D a t e/'�l`� DOT Form 140-101 Page 1 Revised 0412015 Previous Editions Obsolete Agency [Project Title Date City of Renton Bronson Way Bridge-Seismic Retrofit and Painting 9-17-18 Type of Proposed Work Project Type(Check all that Apply) Roadway Width Number of Lanes F1 New Construction [:] Path/Trail F-1 3-R 56 feet 5 FIReconstruction El Pedestrian Facilities R 2-R ❑ Railroad R Parking Fj Other Bridge Geometric Design Data Description Through Route Crossroad Principal Arterial E] Principal Arterial Federal F-1 Z Urban Minor Arterial Urban El Minor Arterial ❑ Functional F]Rural El Collector Fj Rural ❑Collector Classification EI NHS El major collector NHS Major Collector El minor collector El Minor Collector [:]Local Access [:] Local Access Terrain Z Flat [:] Roll DIVIountain [:1 Flat ❑ Roll El Mountain Posted Speed 25 mph Design Speed N/A Existing ADT 18,280 Design Year ADT N/A Design Year N/A Design Hourly Volume (DHV) IN/A I Performance of Work Preliminary Engineering Will Be Performed By Others Agency Consultant 99 % I % Construction Will Be Performed By Contract Agency Contractor 100 0 Environmental Classification ❑Glass I - Environmental Impact Statement (EIS) k/ Class 11 -Categorically Excluded (CE) F]Project Involves NEPA/SEPA Section 404 Projects Requiring Documentation Interagency Agreement (Documented CE) ❑Class II I - Environmental Assessment(EA) ❑Project Involves NEPA/SEPA Section 404 Interagency Agreements Environmental Considerations This is not a FHWA funded project. It is a state funded project. Therefore, NEPA is not applicable. SEPA is applicable. MDNS. Executive Order 05-05 is applicable. Environmental Considerations-In water work, lane closure traffic impacts,evaluation of historical significance of existing bridge. DOT Form 140-101 Page 2 Revised 04/2015 Previous Editions Obsolete Agency Project Title Date City of Renton Bronson Way Bridge-Seismic Retrofit and Painting 9-17-18 Right of Way ❑✓ No Right of Way Needed ❑Right of Way Needed *All construction required by the ❑ No Relocation ❑ Relocation Required contract can be accomplished within the exiting right of way. Utilities Railroad ❑No utility work required ✓❑ No railroad work required ❑All utility work will be completed prior to the start ❑AII railroad work will be completed prior to the start of of the construction contract the construction contract ❑✓ All utility work will be completed in coordination ❑All the railroad work will be completed in coordination with the construction contract I with the construction contract Description of Utility Relocation or Adjustments and Existing Major Structures Involved in the Project A number of utilities utilize this bridge to cross over the Cedar River. Some permanent adjustments to utility routing and/or temporary relocations may need to occur in order to perform this bridge preservation work. FAA Involvement Is any airport located within 3.2 kilometers (2 miles)of the proposed project? Z✓ Yes ❑No Remarks The Renton Municipal Airport is located within 2 miles of the proposed project. However, this bridge preservation work will not involve construction equipment or activities that affect airport operations. �s i11{{1111 This project has been reviewed by the legislative body of the administration agency or aged""9*oRi ft)Q?'� designee, and is not inconsistent with the agenc omprehensive plan for community drtitt Or! Agency = By Date = XL Denis Law, Mayor ; y '% •" r `�" ATTEST: � ' , 5�4� .\�� DOT Form 140-101 �%dye 3 Revised 0412015 Previous Editions Obsolete Ja7h A. e t h, C Z nIG�1seAZ''``k