UBHDTEEHE Page 1 of? BRIDGE INSPECTIDN REPORT Inspector? BRIDGE 501525 BNSF RR DIVER CEAH AVE DATE: 05-14-2111 4 County: HENHEPIH Location: 0.3 MI CIF JCT TH 41' Length: IFS-U it. City: Route: SSAH 153 Ftef. PL: Deck Width: SS1 it Township: lSontrol Sectlon: Maint. Area- new. Area 1 Pct. 6.11? at. it Section: 11 Township: Range: 24W Local .I'J'ugencztI Bridge TUE Paint Areal F'ct. Unsnd: so It Span Type: CGNC SLAB SPAN N31 Black: 5 Super- 5 Sub: 3 Chan- Culc: Open. Pasta. mused: DPEH Appraisal Ftatings aApproach: Watch-ray; hull-l Scour Code: WATERWAY Def. Stat; Sufi. Sate: LINEN Reduced Bridge - Load Posting- MDT REID Tra?ic- MIST REQUIRED ch'isontel: EJ-EIJECT MARKERS Vertical: soeowm RESTRICTIGN STRUCTURE UNIT: 0 ELEM CITY QTY NEH ELEMENT NAME DATE QUANTITY TOP CIF DECK 1 05-14?2014 5.005 SF El 5.1105 Notes: IIE. Con: spelled wt rat-er exp IE coping mar EB. '13-No change. '14-same.1 38 TOP CF CONCRETE SLAB 1 ISIS-142014 1.7131 5F 0 1.?01 0 Notes: [33- RR tracks and trallast on top of slab. Jolnt and spans misaligned vertlcally. '1 change. '14?same. 331 CUNCRETE SAILING 1 Ins-mew 15? LF 1-11 9 are Notes: ?331. Conc weathered and spalled. rail spelled w! rehar exp and rusted in a few places. Ballast rocks can fall through rall cote trel'ltc below. '13-No change. '14-pl3rwoed not behind rail and wire lied to PAINTED STEEL GIRDER 4 05-1 42014 2.221 LF 0 2.221 0 Notes: ito?r- hit and scraped many tiroes. Different widths en the bottom of ?anges. Several hellcm ?anges have minor dents from traf?c impact. '13-Some section loss over bearingsi? center Piers. 1 interior beam bent about 1" from traf?c impact-WE IQ centm pier. '14-minor surface rust on all teams. Section loss of inner beams center pier and 5 Il'll'lEf beams E: pier. 11D BINDER 4 05-14-3314 15? LF CI 150 El Notes: Cons iascla beams- l'ascla lS a mmnatlon steel beam and cone on face to make beam look like a HE fascia severely damaged wl I'Eb?r exp and one rehar ti. several s?n?ups sheared off. Fascia beams have impact damage and spells. '13-No change. ?H?semel SECGN ELEMENTS 2 05?1 421314 1 EA 1 El El El Notes: I330. '14-sleel diaphragm in roadway seer-us have surface rust. 311 BEARING 4 05-14-2014 33 EA El 83 El Notes: i311- Ftusted- change- '14-same. 31S FIRED BEARING 4 415-144?2014 StNotes: 5313. Rusted. Pack rust and some advanced corrosion on both sides of pier 2. change. '14vsame.l 205 4 05-14-2314 46 EA CI 20 13 ?1'14 Notes: ISEIE- Many columns cracked w! Large deieme and spells. Fteoer exp w! section lose all were. Center pier has 11 color-me wi major loss of section. BJJ to request SNSF RR complete analysis of deteriorated columns. When columns are repaired. place crash strut center columns. Lower portion painted emit-e all piers. ?fa-No change. '14same. 215 ABUTMENT 4 135-1 4?3114 190 LF 130 10 El El Notes: [215 A few cert Papal-11:5 on faces. Lower portions painted 1.I'I'hile. stained Icy seepage joint. Rust IE old lies- Leakage In center o! N. ane map cracking in S. Spells in const joint of S. '13-Ho change. LF of Hart cracks. Widest crack is BRIDGE INSPECTION REPORT Inspector: Page 2 at 2 BRIDGE 504525 RR EVER EEAH AVE INSP. DATE: 05-14-2514 234 CAP 4 05-14-2014 LF 259 14 E: I3 MIA Mates: 1334- Center and cap stained frar'n leakage thru desk. A fan-1r cracks in same caps. IIul'art apalla wt asp rahar aide pier and 3 side pier 1- '13~Ne change. 'f4-san1e- i 33? WINGWALL 4 35-14-2314 Hates: I331 lil'i'alls Rust IE eld wire term ties. [hag cracks in NE. Numereus pepputs in NW. SE and SW- Fine hertz and map Israelis in NW. '13-Ne ehange. ?14-rusf stains an lawer pettien pf NW. Expesed meted relaar IE 4th step lrem hellem 353 CCINC DECK CRACKING 2 05-14-2014 1 EA 1 t] t] NM Netes: 35Et- 353 CCNC DECK UNDERSIDE 2 05-14-2014 1 EA. 0 1 CI 0 Netes: I359- Spans 2 and 3 - Ef?er IE stringer flanges. Censiderabte leakage ever and center piers. Cent: spelled wt reear exp eeping aver EB. Leaking and ef?er penal joint in all spans- Lang ?asks in span. aide. Spalla. some w! relear esp in span- '13-Ne change. '14-leal-tage ever all piers. Creeks w! effier 3t stains in spartl 332 TRAFFIC IMPACT 2 35442014 1 EA til til 1 MIA Hetes: Fascia beam and sleet girder Impacts. ?13-Inlerler beam WEI eenter pier. '14-same_i sea CRITICAL FINDING 2 05-14?2014 1 Ea 1 :3 MIA MIA MIA Netes: 13341 931 SIGNING 2 05-14?2314 Mates: IBBI- Hana alaara nca rnarkar if.? NE and SW carriers. Canter pier has rafts-star signs?WEI damage-d. Lighla meunted en eenter pier. Diteetienal signs center pier. clearance sign an bridge is missing. EEI. is damaged. 1ifert clearance sign approaches. Narrew bifdge sign IE approach. nane W. Ne parking between AM and 4-3 PM M-F side ef street. Ne pad-ting between 4?6 PM 3 side. All Keep Right and heriz clearance signs en appreach columns are discelered and have graffiti an them. '13-Ne change. '14-same.i 934 DRAINAGE 2 35-14?2314 1 EA 1 a a HIP. Netes: [?134. [Nil ?133 MISCELLANEOUS 2 05-14?2014 1 EA CI CI 1 MIA NIP. I333. 1" sanduit attached It} abut. pier 3 and between beams near side. 1" aanduit is attached is fascia and runs aleng pier te Iumirtaires- 1" eenduit 5 side pier 1- 2 lights walkway. 2 IE reamaay- 2 IE EB read-Hay and 2 IE 3 earth-ray. Curl: spelled median and eutside gutters. curt: has several areas of exp rebar Curtl median is badly dalarlerated. WI 211% at :1 gene. Minimal hen: clearance- 3' high metai ret lwall halding haltasl recs BE earner. Graf?ti an pier. '13-Ne change. '14-all cures haire areas w! rebar espesedl Hates: General Netas: Bridge aeseepesi EINSF tea-[Lawns Ave Bit-H14- and WJM. NGTEE: Call Pat Grant fer sign issues en badges in City at Min nea pelis-ef?ce cell 512-221-5335. Minimum Irer'l Iclearance 13.3? [it WE Repair agreement: EINSF Still an advance warning signs EEI er WEI-2312. am 3. Racer-amended Repairs; 2135. Repair severely deterierated eerie cizitumns-reeuast BNGF RR ta eemplete anaiysis pf eelumns - HIGH PRIORITY- 331. Ply-weed attached in railing en side needs In Ise lewered as is still a gap fer ballast Ie fall threugh. 931. Ne advance vertical clearance 1e eperatlens and City ef Minneapelrs. Repair curbs. eaa. Repair 3 SF pelheie In EEI lane - threugh everlay and dawn te capture-stuns- lnspecter's Signature Reviewer's Signalt?af Date BRIDGE INSPECTIDN REPORT Inspecter. DISTR ICT1 Page 1 e12 BRIDGE 69533 DMEIR DRE DOCK #5 35 INEF. DATE: HIE-2154914 ?eenty: ST LOUIS Lecatien: AT GRE DUCKS Length: 205-1 It City: DULUTH Reete: ISTH 35 Ref. PL: 254 00 Deck Width: 34.0 It lEtentrel Sectlen: 0032 Maint. Area; 1A Area I Pet. Llnend; Septic-n: 05 Tewnship.? 04SNN Range: Agent-35' Bridge Ner Paint Area! F'et. Una-rid: 30 Span Type: NEII Deck: 1" Super- 5 Sub: 3 Chan.- Open. Pasta. mused: DPEH Appraisal Ratings aAppreach.? Waterway: MN Sceer Sade: Def. Stat; LINEN Sufi. Rate: LINEN Reemred Bridge Signs - Lead Peeling; NUT REID Tra?ic. NUT REIZILIIREEII Heezentelz GBJECT Vertical: HGT REQUIRED STRUETURE UNIT: 0 ELEM lDT?t' ClT?r" l?T?t? HER ELEMENT NAME DATE QUANTITY 401 BALLAST PLATE DECK 2 00-20-2014 0.013 SF 0.013 0 0 0 0 Hetee: Eieeh is plate steel. 2014- Need 334 METAL RAIL-GEATED 2 03232014 530 LF 0 205 205 0 0 Netes: [Steel rail has tract-tied te actl-Ire cerresien. 2014- Tep et deal: 10? PAINTED STEEL GIRDER 2 00-20-2014 1.000 LF 310 212 212 310 0 Netes: [Faint en center pier is 001-1: meted en nertherhr and interier surface. Seetherhr ee ?are is meted. Pan paint en bettern is resting en much at the sert'aee. 101eettren1 center pier. ieint in deck altews water in flew ente splice plates and sti?enere- Paclr rest in these areas 112 in. 2014: Ne Chen-gel 113 PAINT STEEL STRINGER 1 00-20-2014 0? LF 0 0 0 0 Netes: 0103.12002. (3-. Elrngeist added element 113. Rail read has net allewed access te super structure fer recent inepectiens. but hem the greund it appears that steel is mating. 2004- Ne IChange 311 BEARING 2 00-23-2014 4 EA 3 1 0 MIA Netes: IAneher leelt girder 4 east pier T510 seetierl less. West Pier. Beam 1 and 2. eneher hele enlarged. belt heavily rusted. in del'erntatlen between retainer and sets plate-2014- Ne aecasel 313 FIXED BEARING 2 00-20-2014 0 EA 0 0 0 Netes: celen'rn has new ancher belts but are Ieese. E. celer'nn has ancher bell rested W. celurnn. 2 et the nerthen'i ancher plates are cracked all the we}.r threugh.2014v Ne Ghange 202 PAINT STL COLUMN 2 00-20-2014 0 EA 0 0 0 3 Netes: lActhre Raitread Line - West Eleni Pier legs have 3.110 ta an- LBS. at junctren unth eenerete encasement near bettern. There is. alee heavy rest at these lee-aliens. The steel is meetly cetrered with mederate te heat-3r rue-t. There are eeme areas heavy paclt rust en the pier legs with some less at eectien Nerlh lewer herizental brace between NW leg and east eutside ehannel tee ?ange has a rest beta. The 10 In channel diagenal [rem the SE et?emn en the west aide has a 2 it I 0 ln area with LDS frent 0 at the edge te a pin hate in the center. The SW celernn en the west side has a 1 1.12 in 3J4 in beta in the web at the autumn at the tap at the cencrete. The herizental legs at the tee angles at the Seuth batten-1 benzentet brace have 10015-1r LDS and the vertical tags have 00% LBS at the SE cennectien. The center pier celemne are 03% rested. The seuth channel at the nerth hertzental erase at the east end has a three ineh hele. Nete.? Less at eectien drawings in Sheree Drive. {2000 - West pier is cenetructed with 4 steel cele race that are referenced by quadrant. Lees et eectien survey in 2000 estimated the SE celurnn to have 301-1: less at eectien. Less ef eectien senile}r in 2003 estimated the NW celernn te have 20% less at eectien, and the SW caterer: he have 1501:. less at eectien. An analysis is required- Pier in median has anchor belts with eectien lese up to 110 inch. and celemn flanges and webs have areas cf 1.10 in. eectien less. 2010! - IEntree bracing have el up le NE in. LETS 'irI- in The West pier has lewer heriaental bracing eenstrueted e1 built up members e12 channels. The channels {rent the NE ceternn te the NW celernh has ena web 0011: rested away and the ether web has a 1 ?2 ill 2 in. leng hele. 201 II- The earth and channels between the pier legs and rnestl?yI petrered in dirt- 20121- Batten plates are bent 112 in. - 1 1n. due te heat-y pact: rust. 2014-: West SE eele Page 2 of 2 BRIDGE INSPECTION REPDRT Inspector: BRIDGE 69333 DRE DOCK #6 35 INEP. DATE: 03-25-2914 231 PAINTED STEEL GAP 2 DES-252014 43 LF 14 34 Notes: IF'ier caps and legs on either side of 35 are rusted and peeling with pact: rest at connections. ED141- No Changet 35? FIUET 2 05-25-2014 1 EA. El El 1 El HM. Notes: :Ballen plates on old prer bents bowed out up to 3H In- -1 from pack rust- There is also sheet rust at several locations. 359 CGNC DECK UNDERSIDE Notes: IZDM- Need accessl 3E3 SEGTIGN L033 2 DE-EE-EIEIH 1 EA HIP. Mates: east steel column at Pier 31 west side of SB l-35- has 30% loss of section just above line concrete footing. Field measurements have been sent in for analysis. There is some LIDS on this bridge. Note: Drawings in Shared Drive {Bridge norasrcs - Fier west of interstate. NW column has Stilt-.3 loss of section. SW column has 15% Less of section. FleId measurements have been sent in for and are In {dammit-l CRITICAL FINDING 2 05-26-2014 1 EA 1 MIA HM. MIA Notes: IDG HGT DELETE THIS FINDING SMART FLAG- change I 931 SIGNING 2 1EA 1 El El El Notes: {Sig ns Required: Horizontal Clearance 2111 5:1- l'u'larlters missing 982 GUARDRAIL 2 1 EA 1 I3 I3 MIA hlr'?t Notes: lP-tew Guardrail 2014 - No change 934 DRAINAGE 2 05-36-3114 1 NM. NM. Notes: [2014- No Access General Notes: Utrl?rties are 1- Rubber power. 2- Gal. :endurt 1- Phone. weeds Inspected: t3. Elmquist made request to RR persennei for permission for access the upper portion ot bridge by inspection teams Have not received permission to access bridge. [20053 - Railroad said they would run-titty.r this summer to join their inspections for inspection ct bridges 693.33 and 693.29. They have not contacted us as of 1 so we have not had access to the superstructure ol this bridge] - No access to top of bridge in 2010. Check it RR can furnish inspection as the".I do with the Oliver bridge] 2?11 inspection In. Chelt-?DWemer. (PC: To date we have not received permiesren to access superstructure or copies of DNHR's reports-) WWII-3012 Inspection: GElrnguistlw. Eh: sense 3 James Pratt Inspector?s Signature Reviewers Signature;I Date BRIDGE INSPECTION REPORT Inspector: MIN NEAPCLIS Page 1 pf? BRIDGE 52333 BHSF RR EWER 15TH AVE SE INSP. DATE: 04-30-3514 Ceunty: HENNEPIN Location: 0.5 MI NE CF LINN AVE Length: It City: MINN EAPCLIS Route: MSAS 233 Ref. PL: DeeIt l.I'IIidtI'i: 100-0 It Tewnehip: Central Seetldn: Maint. Area: Rdwy. Area I Pet. Unend; Seetien: 2'4 Township? DESNN Range: 24W Lapel .I'J'ugerleziI Bridge 4636 Paint Area! Una-11d: SE SE. Span Type: CCNC SLAB SPAN NBI Deck: 5 Super- '5 Sub: 4 Chan: Culv: Open, Postal mused: DPEH Appraisal Ratings aAppreaeh.? Watemay: MN Seeur Cede: A-NCN WATERWAY Def. Stat- UNHN Su?. Rate: LINEN Regmred Bridge Slgna - Lead Peeting; NCT REC UIRED Tra?ie. NCT RECUIRED Hen'izpntel: DEJECT MARKERS RDADWAT RESTRICTIDN STRUCTURE UNIT: II ELEM NBR ELEMENT NAME INSP DATE CUANTITT 401 BALLAST PLATE DECK 1 04-30-2014 8.084 SF 0 0 0 8.084 0 Nptes: IDID NCT VIEW CF DECK AREA BECAUSE CF RR THE PRCTECTICN FABRIC CF THE DECK HAS HCLES IN IT AND DEERIS IS FALLING THRCUGH. HAEARDCLIS TC PEDESTRIANS AND SDI TRACKS. MAIN LINE FIBER LINES LAT CN TCP CF WCCD DECK. THE WCCDEN PLANS SIDEWALK CN THE IS GCCD. I 301 PCURED DECK JCINT 2 04-30-2014 SS4 LF 0 SS4 0 MIA MIA Natale: STRUCTURE HAS SEVERE SEEPAGE SS4 METAL RAIL-SCATED 2 04-30-2014 105 LF 0 0 105 0 0 Notes: IS UNIFCRM MCDERATE SCALE AND RUST CN THE SCUTH PIPE RAIL: 10T PAINTED STEEL GIRDER 2 04-30-2014 T55 LF 0 0 SS 0 Nptee: HE IS LJNIFCRM SCALING AND MCDE RATE RUST THRCUCHCUT. PACK RUST AT THE FLANGES. STIFFENERS. AND GUSSET PLATES. THERE ARE SCRAPE MARKS CN THE FLANGES FRCM HIGH LCAD DAMAGE. GIRDER IN BCUND LANE HAS MANY HITS ACCIDENT DAMAGE AND IS BENT AND CUT CF ALIGNMENT. PAINT IS ASSUMED. GRAFFITI 380 SECCN DART ELEMENTS 1 04-30-2014 1 EA 0 0 0 1 MIA Mute-5: DIAPHRAGM-S. STIFF EN ERS AND BEACING. EXTENSIVE DETERECRATICN. CONNECTIDNS HAVE PACK RUST. SECTICN LCSS. WITH HDLES MEMBERS. CF THE BRACING AND CCNNECTICN PLATES SHDW BUCHLINIS. SEVERAL HAVE BEEN REPLACED CR REMCVED. 202' PAINT STL CCLLI-MN 2 04-3D2014 Nptee: IALL CF THE CCLUMNS SEVERE SCALING AND RUST WITH PACK. RUST CAUSINC DEFCRMATIDN. EUCNLING AND HEAW MATERIAL LCSS CN ALL CF THE LCWER MEMBERSJ 215 2 04-30?2014 20? LF 0 0 20? 0 MIA Netee: ARE FINE SIEED VERTICAL. HCRIECNTAL CRACKS, AREAS CF INCRUSTATICN AND AREAS CF DELAMINATED LCCSE LEACHING AND SPALLING TH RCU GHCUT WITH A SPALL AT THE SE. CAP. LARGE CONCRETE SPALL THE BENT. HAEAEDDUS TC PEDESTEIANS. SEVERE CRUSHING SW- CCRNER- GRAFFITI BCTH SIDESI 231 PAINTED STEEL CAP 2 04-30-2014 19Netee: IS UNIFCRM SCALING AND RUST THRC UGHCUT. IWITH HEAW PACKRUST AT THE GUSSET PLATES. CCNNECTICN PLATES SECTIDN SST WINGWALL 2 04-30-2014 2 EA 0 2 0 0 NIA Nptee: FINE SIEE CRACKS-J 35? PACK RUST 2 04-30-2014 Netea: ILCCR AT ELEMENTS 10?. 202. 231 ANDI Page 2 2 BRIDGE INSPECTION REPORT Inspector: MINNEAPDLIS BRIDGE 52333 BNSF RR EWER 15TH AVE SE INSP. DATE: 04-30-2014 359 CDNC DECK UNDERSIDE 2 04-30-2014 1 EA 1 Mates: ITHE SU BSURFAEE IDN BDTH HAS SPALLINS IWITH REBARS EIPDSED. LARGE AREA CF EXPOSED REBARR DR THE WEST IS UNDERMIHED IMTD THE SECGND THE THE BENT GAPS IE SEVERELT SPALLED WITH REEARS EAPDEED. LARGE DHUHRS DUER THE E. AND w. SIDEWALR ARE LDDSE AND 352 TRAFFIC IMPACT DASH-2M4 1 EA 1 0 MA MA NDIEIE: LIDAD HAS SENT THE GIRDER AND STIFFENER. THE DIN THE DIAPHRAGM WERE SHEARED ICIFF. NCI TRAIN RUNS DIRECTLY THIS CIRDERJ 363 SECTIDN LDSS 1 1EA 1 MIA NDtee: ISEE ELEMENTS WEEDS 231 AND SHAH SE4 CRITICAL FINDING 2 04?30-2314 1 CI MA MA NRA NDIRE: INC CRITICAL FINDINGS SIGNING 2 04-30-3114 '1 EA 1 El LIDW CLEARANCE. ANDTHER AT APPROACH: PDSTED WITH DBJ ECT MARKER DN REEF RIGHT SIGN AND DIAMIDND DEIJECT MARKER AT CENTER ISLAND. RESTRICTED CLEARANCE SIGN MIDLINTED DH FASCIA GIRDER. GRAFFITI. SBA DRAINAGE 2 1 NIA NIA NDIDR: IDRAINAGE FRDM ELEVATED AREA E. DF STRUCTURE. FWD EKTENSIDN ADDED E. SIDE. AEICWE SIDEWALR ESE MISCELLANEOUS 2 1EA 1 NIA NIA Mute-5: ILIGHTINC CCINDUIT JUNCTICIN SDI IS General Melee: RR #5119?. SDUTH BRIDGE. DNSF CONTACT NUMBER 80043335452 AREA UNDER: ROADWAY CURB SIDEWALH GDCID. Inepeclur?e Signature Renewer'e Date BRIDGE INSPECTION REPORT Inspector: DISTH IST4 Page 1 ofS BRIDGE Ed?? BHSF RR OVER US ?10 INEP. DATE: 03-12-2914 Sounty: Location: IN Length: 103.5 It City: Route: USTH 10 Fiat. PL: Dealt l.i'tlidti'i: 21.0 it Township: lControl Seotlon: 1401 Maint. Area: as. Eds-y. Area i Fol. Llrisnd; Section: 00Township' Range: 43W Local .titgenctI Endge Paint Area! Pct. Unsnd: Span Type: NEII Dealt? Super-4 Sub:i" Chan-'N Spen. Posted. Closed: Appraisal Ftatings aApproach: Walsh-ray: MN Scour Sade: WATERWAY Def. Stat- LINEN Su?. Hate: LINEN Required Bridge - Load Posting- NOT RED Tra?ic- REQUIRED Hon'iaontal: SBJECT MARKERS Vertical: HGT REQUIRED STHUETURE UNIT: til ELEM ClT?i" CITY QTY NSR ELEMENT NAME EN?iir INSP DATE QUANTITY STHER DESK 2 0312-2014 4.033 SF 4.003 0 0 0 0 Notes: lEJEt-new timber {ties} for ballasl deck solid no spaces. 2011 not inspected as per motdot bridge office directive] 304 DPEN DESK JGINT 2 00-122014 Notes: Nil] 333 HAILIMG - EITHER 2 03-1 2?3114 140 LF 140 it His His Notes: [Nil] 100 WEATH STEEL SIP-DER 4 03-12-2014 351T LF 0 35':r 0 0 Ni?t Notes: EDIE-water earning through ballast has deteriorated coating on all glrders. 101I PAINTED STEEL BINDER 4 004 2-2014 LF 0 400 120 S0 0 Notes: ISraclted taclt welds throughout- {1 rivets sheared from bottom of girder over the WB lane. Paint challting throughout both girders [200T-2013jt2] rivets sheared each girder ES. Bolted splice otrer center pier has broiten bolts 3 of 14 on pier. of 14 on pier. lEither bolts are loose. 2010-rusl otter 12013] 2 bolts sheared ot'l at splice l.ftlest girder pier 2- [2014] mid point of span 3. the bottom flange of the east girder is bent up out of plane approximater The heads of approximatel 3t} ntrets are sheared otl' or dislolted on both of the girders lower flange cover plates. The west girder in span 3 the westbound right lane has smpes and gauges on the bottom ?ange from a high load hit.] 113 PAINT STEEL STRINSER 4 0S-l2~2014 LF 0 0 000 SS 0 Notes: [2011 prevalent ?aking met with minor section loss. 2012-Water through ballast has corroded all top ?anges of stringers. [2014] Stringers in area of high load hit over westbound right lane have scrapes and damage from swag-r bracing contacting [hem due to being bent] 152 PAINT STL 4 03-12-2014 000 LF 0 500 00 40 0 Notes: 2011 prevalent {letting rust with mlnor saotlon loss [2014] Floor beams 10. 11 and 12 have scrapes and 12 has minor upward out of piano bend-l 300 DART ELEMENTS 4 03-12-2014 Notes: Sway braces. Diaphrams- d. struts between column [200E-2013]Swa5r braoe otrer EB left lane and right lane is bent. [2009-2013Ibent gusset between girder and brace at abut side. [2014] 2 sets of away braces over westbound right lane have sat-ere traf?c impact damage. Steel angle supports on these members are bent and partially [cm] 311 EXPANSION 4 00-12-2014 10 EA. 10 0 0 NM. Notes: l0?-EIa-anngs at abut covered by.- roclt and dirt. 2012-Weid at sole plate over abutment. side is creel-ted at the edge of the weathering steel girder. 313 FIRED BEARING 4 00-12?2014 20 E4 20 0 0 Mia Notes: none