BIR_05286.pdf

Oregon Department of Transportation Bridge Inspection Report

District : 5

Fac Crossed : COAST FK

WILLAMETTE R

Suff Rating : 38.1

AC Depth : 0.00

Bridge Length : 438.00 ft

Structure : Coast Fork Willamette River, Hwy 18

Owner : State Highway Agency

County : Lane

Record Type : 1

Insp Freq : 24

Bridge Width : 34.50 ft

Bridge ID : 05286

Fac Carried : OR 58 (HWY 018)

Mile Point : 2.46 mi

Insp Date : 05/23/2019

Inspector 1 : JOSH LONIE (S0037)

Inspector 2 : Austin Grimes

(ODOT)

Signature: _____________________________________________________

Element Condition States (New AASHTO report)

Element Structure Unit

Environment Quantity Units CS 1 CS 2 CS 3 CS

Temp

12-Re Concrete Deck 1 3 6072 (SF) 5871 171 30 0

1081-Soffit Spalls/Delams/Patches

1 3 115 (SF) 0 115 0 0

1090-Exposed Rebar 1 3 22 (SF) 0 0 22 0

1120-Efflorescence/Rust Staining 1 3 64 (SF) 0 56 8 0

1130-Cracking (RC and Other) 1 3 4320 (SF) 4320 0 0 0

1131-Soffit Cracking (RC, PSC) 1 3 50 (SF) 50 0 0 0

513-Rigid Wearing Surface 1 3 5520 (SF) 5520 0 0 0

521-Conc Prot Coating 1 3 5520 (SF) 5520 0 0 0

16-Re Conc Top Flange 1 3 8694 (SF) 8175 481 38 0

1081-Soffit Spalls/Delams/Patches

1 3 199 (SF) 0 199 0 0

1090-Exposed Rebar 1 3 38 (SF) 0 0 38 0

1120-Efflorescence/Rust Staining 1 3 282 (SF) 0 282 0 0

1130-Cracking (RC and Other) 1 3 6192 (SF) 6192 0 0 0

1131-Soffit Cracking (RC, PSC) 1 3 50 (SF) 50 0 0 0

513-Rigid Wearing Surface 1 3 7560 (SF) 7560 0 0 0

521-Conc Prot Coating 1 3 7560 (SF) 7560 0 0 0

110-Re Conc Opn Girder/Beam 1 3 1260 (LF) 0 1260 0 0

1080-Delamination/Spall/Patched Area

1 3 3 (LF) 0 3 0 0

1130-Cracking (RC and Other) 1 3 1257 (LF) 0 1257 0 0

113-Steel Stringer 1 3 900 (LF) 563 334 3 0

1000-Corrosion 1 3 331 (LF) 0 330 1 0

1020-Connection 1 3 6 (LF) 0 4 2 0

518-Steel Paint 1 3 4852 (SF) 0 4497 355 0

120-Steel Truss 1 3 360 (LF) 83 186 91 0

1000-Corrosion 1 3 275 (LF) 0 184 91 0

7000-Damage 1 3 2 (LF) 0 2 0 0

518-Steel Paint 1 3 22349 (SF) 1053 20810 486 0

152-Steel Floor Beam 1 3 340 (LF) 10 286 44 0

1000-Corrosion 1 3 327 (LF) 0 285 42 0

1020-Connection 1 3 2 (LF) 0 0 2 0

7000-Damage 1 3 1 (LF) 0 1 0 0

518-Steel Paint 1 3 3245 (SF) 0 2648 597 0

162-Stl Gus Plate 1 3 72 (EA) 11 35 26 0

1000-Corrosion 1 3 59 (EA) 0 33 26 0

1900-Distortion 1 3 1 (EA) 0 1 0 0

7000-Damage 1 3 1 (EA) 0 1 0 0

518-Steel Paint 1 3 952 (SF) 0 914 38 0

205-Re Conc Column 1 3 22 (EA) 8 14 0 0

1080-Delamination/Spall/Patched Area

1 3 12 (EA) 0 12 0 0

1190-Abrasion(PSC/RC) 1 3 2 (EA) 0 2 0 0

215-Re Conc Abutment 1 3 69 (LF) 63 6 0 0

1120-Efflorescence/Rust Staining 1 3 6 (LF) 0 6 0 0

1130-Cracking (RC and Other) 1 3 9 (LF) 9 0 0 0

221-RC Spread Ftg 1 3 68 (LF) 0 68 0 0

6000-Scour 1 3 68 (LF) 0 68 0 0

234-Re Conc Pier Cap 1 3 200 (LF) 0 199 1 0

1080-Delamination/Spall/Patched Area

1 3 1 (LF) 0 1 0 0

1090-Exposed Rebar 1 3 1 (LF) 0 0 1 0

1130-Cracking (RC and Other) 1 3 198 (LF) 0 198 0 0

300-Strip Seal Exp Joint 1 3 69 (LF) 0 69 0 0

2350-Debris Impaction 1 3 69 (LF) 0 69 0 0

301-Pourable Joint Seal 1 3 60 (LF) 0 41 4 15

2310-Leakage 1 3 45 (LF) 0 26 4 15

2360-Adjacent Deck or Header 1 3 15 (LF) 0 15 0 0

306-Other Joint 1 3 60 (LF) 60 0 0 0

311-Moveable Bearing 1 3 2 (EA) 0 0 2 0

2210-Movement 1 3 2 (EA) 0 0 2 0

518-Steel Paint 1 3 32 (SF) 0 16 16 0

313-Fixed Bearing 1 3 2 (EA) 0 2 0 0

1000-Corrosion 1 3 2 (EA) 0 2 0 0

518-Steel Paint 1 3 48 (SF) 0 36 12 0

321-Re Conc Approach Slab 1 3 1403 (SF) 1403 0 0 0

511-AC Wearing Surface 1 3 1160 (SF) 1130 30 0 0

3221-AC Crack (Wearing Surface)

1 3 30 (SF) 0 30 0 0

330-Metal Bridge Railing 1 3 1829 (LF) 1801 24 4 0

1020-Connection 1 3 5 (LF) 0 5 0 0

1080-Delamination/Spall/Patched Area

1 3 11 (LF) 0 10 1 0

1090-Exposed Rebar 1 3 3 (LF) 0 0 3 0

1120-Efflorescence/Rust Staining 1 3 8 (LF) 0 8 0 0

7000-Damage 1 3 1 (LF) 0 1 0 0

515-Steel Protective Coating 1 3 3012 (SF) 3012 0 0 0

518-Steel Paint 1 3 2447 (SF) 2247 200 0 0

390-Ptd Bridge Element 1 3 43470 (SF) 2076 39294 2085 15

980-Approach Roadway Embank 1 3 1 (EA) 1 0 0 0

990-Miscellaneous Elements 1 3 1 (EA) 1 0 0 0

999-Roadway Impact 1 3 1 (EA) 0 1 0 0

Appraisal

Appraisal NBI # Rating

Scour 113 3 SC - Unstable

Bridge Rail 36A 1 Meets Standards

Transitions 36B 0 Substandard

Approach Rail 36C 0 Substandard

Rail Ends 36D 1 Meets Standards

Structural 67 4 Minimum Tolerable

Deck 68 4 Tolerable

Clearance 69 N Not applicable (NBI)

Waterway 71 8 Equal Desirable

Approach Alignment 72 8 Equal Desirable Crit

NBI Category

Category NBI # Rating

Deck Condition 58 6 Satisfactory

Superstructure 59 6 Satisfactory

Substructure 60 5 Fair

Channel 61 7 Minor Damage

Culvert/Retaining Walls 62 N N/A (NBI)

Remarks

12-Re Concrete Deck 1081-Soffit Spalls/Delams/Patches There are numerous small patches and small spalls in the soffit throughout, mainly in the overhangs.There are three large patched areas in the soffit near Bent 5.

1090-Exposed Rebar There are some small spalls with pieces of exposed rebar in both overhangs of Span 4.

1120-Efflorescence/Rust Staining There are some areas of hairline transverse soffit cracking with a couple areas of rust staining in the soffit of Span 4.

1130-Cracking (RC and Other) The structural overlay had longitudinal and transverse cracking in the wheel paths prior to the deck seal. The worst area for cracking was towards the east end of the truss span.

1131-Soffit Cracking (RC, PSC) There are some hairline transverse cracks in the soffit.

521-Conc Prot Coating The deck has been sealed.

16-Re Conc Top Flange 1081-Soffit Spalls/Delams/Patches There are several patched areas in the left and right overhangs of Spans 1, 2 and 3.

1090-Exposed Rebar There are numerous small spalls with pieces of exposed rebar in both overhangs of Spans 1, 5, 6 and 7 (PHOTOS A9 & B0).

1120-Efflorescence/Rust Staining There are some hairline transverse cracks with efflorescence in the soffit.

1130-Cracking (RC and Other) There was fairly dense hairline longitudinal and transverse cracking in the wheel paths prior to the deck seal.

1131-Soffit Cracking (RC, PSC) There are some hairline transverse cracks in the soffit.

521-Conc Prot Coating The deck has been sealed.

110-Re Conc Opn Girder/Beam 1080-Delamination/Spall/Patched Area There is a small bottom edge spall in Span 1 - Girder 4 near Bent 1. There is a small spall on the exterior face of Span 3 - Girder 1. There is a small spall on Span 6 - Girder 1.

1130-Cracking (RC and Other) There are shear/flexure cracks up to 0.020" in Spans 1, 2, 3, 5, 6 and 7 at less than three foot spacing. There were large shear cracks in the bearing areas of several of the girders at Bents 4 and 5 that have been repaired.

113-Steel Stringer SEE FATIGUE PRONE DETAIL INSPECTION REPORT FOR ADDITIONAL DETAILS. The radius is small on the stringer cope cuts.

1000-Corrosion The stringers have some areas of top flange corrosion.

1020-Connection There is one missing bolt in the bottom clip angle bracket in the connection for Floor Beam 3 and Stringer 5. The connection at Floor Beam 6 and Stringer 4 has a broken rivet in the left clip angle. There are numerous stringer to floor beam connection where the rivets have been replaced with bolts.

120-Steel Truss

SEE FRACTURE CRITICAL INSPECTION REPORT FOR ADDITIONAL DETAILS.

1000-Corrosion There is minor painted over section loss in the bottom chord at some of the batten plate connections. There is minor freckle and edge corrosion on most of the truss members. There is a small amount of pack rust developing at some of the connections and the batten plates, particularly along the bottom chord.

7000-Damage There is a small ding from a high load impact in the Bent 5 portal. There is a half inch drill hole in the outside channel of the bottom chord between L6L7 left. There is a small ding in the bottom flange of the top chord member U8L9 right approximately ten feet from the deck.

518-Steel Paint The truss was spot painted in 2002. Most of the paint is chalking and discolored. There are some areas where the paint system has failed with active corrosion initiated. This is the typical condition of the paint throughout all of the steel members.

152-Steel Floor Beam

SEE FRACTURE CRITICAL INSPECTION REPORT FOR ADDITIONAL DETAILS.

1000-Corrosion There is minor corrosion along the top flanges. A number of the floor beams have minor painted over pitting in the top and bottom flanges.

1020-Connection There is a missing rivet in the L9 connections at each end of Floor Beam 9.

7000-Damage There is a two inch steel delamination in the bottom flange of Floor Beam 8 under Stringer 3.

162-Stl Gus Plate

SEE GUSSET PLATE INSPECTION REPORT FOR ADDITIONAL DETAILS.

1000-Corrosion Many of the gusset plates have up to an eighth inch deep painted over pitting near the ends of the truss members.

Nearly half of the bottom chord gusset plate connections have active corrosion within the connection. A few of the gusset plate connections have initial pack rust without distortion.

1900-Distortion The inside gusset plate at L8 left has minor distortion caused by construction fit up.

7000-Damage There is a small dent in the bottom of U8 Right.

205-Re Conc Column 1080-Delamination/Spall/Patched Area There are small corner spalls in Bent 2 - Columns 1, 2 & 3, Bent 3 - Columns 1, 2 & 3, Bent 6 - Columns 1 & 2 and Bent 7 - Columns 1, 2 and 3.

1190-Abrasion(PSC/RC) The two columns at Bent 5 have minor abrasion with exposed aggregate.

215-Re Conc Abutment 1120-Efflorescence/Rust Staining There are some hairline vertical cracks with efflorescence in the abutments.

1130-Cracking (RC and Other) There is some hairline vertical cracking in the abutments.

221-RC Spread Ftg 6000-Scour The top of the footings are exposed at Bent 5 (PHOTO B1). Rip-rap was added at Bent 5 around the exposed footings.

234-Re Conc Pier Cap 1080-Delamination/Spall/Patched Area There is a small spall in the Bent 4 cap under Span 3 - Girder 4.

1090-Exposed Rebar There is a small spall with a piece of exposed rebar in the Bent 5 cap near Column 2.

1130-Cracking (RC and Other) All of the caps have hairline to moderate sized, up to 0.030", shear/flexure cracks at less than three foot spacing.

300-Strip Seal Exp Joint The strip seal joints are located at Bents 4 and 5.

2350-Debris Impaction The strip seal joints are full of debris.

301-Pourable Joint Seal 2310-Leakage

The pourable joint seals at Bents 1 and 7 are leaking water and are beginning to fail in some areas.

2360-Adjacent Deck or Header The joint at Bent 1 has some small header spalls in the travel lanes. The joint at Bent 7 has some header spalls in both travel lanes.

311-Moveable Bearing 2210-Movement The active corrosion and the painted over pitting appear to be affecting the movement of the bearings.

518-Steel Paint The paint system on the bearings is failing with active corrosion and peeling paint typical.

313-Fixed Bearing 1000-Corrosion There are areas of minor surface corrosion on the fixed bearings.

518-Steel Paint The paint system on the bearings is failing with active corrosion and peeling paint typical.

321-Re Conc Approach Slab 511-AC Wearing Surface

3221-AC Crack (Wearing Surface) The asphalt wearing surface is cracked along the joint at Bent 1.

330-Metal Bridge Railing The curb mounted two-tube rail and the old metal rail with concrete posts are both inventoried.

1020-Connection There is a lack of thread engagement on some of the curb mounted rail post anchors.

1080-Delamination/Spall/Patched Area There are some small spalls in some of the concrete posts of the old rails.

1090-Exposed Rebar There are some areas in the concrete posts of the old rails that have small spalls with pieces of exposed rebar

(PHOTOS A7 & A8).

1120-Efflorescence/Rust Staining There are some hairline vertical cracks with efflorescence in the concrete curb lines below the metal rails.

7000-Damage The bottom left rail of the two tube section of the rail is damaged in Span 3.

990-Miscellaneous Elements There are utilities mounted along the left side of the bridge.

Notes Inspection Notes

Bridge Notes

Bridge Hydraulics Notes

Maintenance Recommendations As of: 4/7/2020

Priority Crew Wrk Cnd Notes Est.cost Status Rec Date

Routine/Schedule Eugene Bridge Crew

12 RC Deck Patch Concrete

Clean and patch the exposed pieces of rebar in both overhangs of Span 4.

Unknown 05/26/2015

Routine/Schedule Eugene Bridge Crew

16 RC Top Flange Patch Concrete

Clean and patch the exposed pieces of rebar in both overhangs of Spans 1, 5, 6 and 7.

Unknown 05/26/2015

Routine/Schedule Eugene Bridge Crew

113 Steel Stringer (Stringer/Floorbeam System) Replace Connectors

Replace the missing/broken rivets in the stringer connections to Floor Beams 3 and 6.

Approved 05/26/2015

Routine/Schedule Eugene Bridge Crew

152 Steel Floorbeam Replace Connectors

Replace the missing rivets in the end connections for Floor Beam 9.

Approved 05/26/2015

Routine/Schedule Eugene Bridge Crew

234 RC Cap Patch Concrete

Clean and patch the exposed rebar in the Bent 5 cap near Column 2.

Unknown 05/26/2015

Routine/Schedule Eugene Bridge Crew

301 Joints Pourable Seal Reseal Joint

Reseal the failed portions of the pourable joints.

Unknown 05/26/2015

Monitor Region 3 Inspectors

311 Bearings Moveable Bearings Other

Monitor the moveable bearings to determine if movement of the bearings is restricted.

Unknown 05/26/2015

Routine/Schedule Eugene Bridge Crew

330 Steel Bridge Rail (Steel) Other

Clean and patch the exposed pieces of rebar in the old portion of the rails.

Unknown 05/26/2015

Routine/Schedule Eugene Bridge Crew

990 Misc Element Other

Replace the broken utility mount near Span 3 - Girder 1.

Unknown 05/23/2019

*Completed items not included on default search

Priority Crew Wrk Cnd Notes Est.cost Status Rec Date

Load Rating

Rating Date : 03/01/2016

Design Load : 5 MS 18 (HS 20)

Operating Load : 25.8 ton

Inventory Rating : 19.9 ton

Posting Req : 5 At/Above Legal Loads

Posting Status : A Open, no restriction

OR Method : 8 LRFR RF HL93

IR Method : 8 LRFR RF HL93

Truck Rating Factor

% Below Posting Required

Controlling Member Actual Posting

Posting Date

Type 3 2.15 5 At/Above Legal Loads

No Int. RCDG, span 2 of 7 +M at 0.5L

Type 3S-2

1.74 5 At/Above Legal Loads

No L3-L4, span 4 of 7 TEN at L4

Type 3-

1.76 5 At/Above Legal Loads

No L3-L4, span 4 of 7 TEN at L4

SU4 1.84 5 At/Above Legal Loads

No Int. RCDG, span 2 of 7 +M at 0.5L

SU5 1.73 5 At/Above Legal Loads

No Int. RCDG, span 2 of 7 +M at 0.5L

SU6 1.58 5 At/Above Legal Loads

No Int. RCDG, span 2 of 7 +M at 0.5L

SU7 1.49 5 At/Above Legal Loads

No Int. RCDG, span 2 of 7 +M at 0.5L

EV2 No

EV3 No

Load Rating Notes

Load Rating Condition Comparison Chart

Category NBI # Rating Condition Current Condition

Traffic Impact CS2 Condition State 2 CS2

Deck Condition 58 6 6

Superstructure 59 6 6

Substructure 60 5 5

Temporary Repairs 103

Wearing Surface Thickness 0.00 0.00

Inspection Schedule

Activity Conducted On Frequency Next Inspection

Routine Inspection 05/23/2019 24 05/01/2021

Underwater 08/28/2017 60 08/28/2022

X-Channel 05/30/2019 48 05/01/2023

Fracture Critical 05/23/2019 24 05/01/2021

Fatigue Prone 05/23/2019 24 05/01/2021

JSA 07/14/2011

Oregon Department of Transportation Structure Inventory and Appraisal Report

Suff Rating: 38.1 Bridge NO: 05286 Insp Date: 05/23/2019

(2) Highway District District 5 (42A) Type Service On 1 (75) Type of Work

(3) County Lane (42B) Type Service Under 5 (76) Improvement Length

(4) City 00000 (43) Struct Main 3 Steel 10 Truss-Thru

(90) Inspection Date 05/23/2019

(5) Inventory Route 131000580 (44) Struct Appr 2 Concrete Continuous 04 Tee Beam

(91) Inspection Frequency 24

(6) Feature INT COAST FK

WILLAMETTE R

(45) Number Main Spans 1 (92) Critical Feat Insp

(A) Fracture Critical

(B) Underwater Insp

Y 24 05/23/2019 Y 60 08/28/2017

(7) Facility Carried OR 58 (HWY 018) (46) Number Appr Spans 6 (94) Cost of Improvement

(8) Structure Number 05286 018 00246 (47) Horizontal Clearance 30.00 ft (95) Roadway Improvement

(9) Location 02.5 MI E HWY 001 JCT (48) Maximum Span Length

180.00 ft (96) Project Improvement 0

(10) Vert Clearance 17.50 ft (49) Structure Length 438.00 ft (97) Year of Improvement

(11) Mile Post 2.46 mi (50A) Sidewalk Width LT 0.00 ft (98) Border BRST-Code

(12) Base Highway Network

1 (50B) Sidewalk Width RT 0.00 ft (100) Defense Highway 0

(13) LRS Inventory Route

001800100S00 (51) Bridge Roadway Width

30.00 ft (101) Parallel Structure N

(16) Latitude 43° 58' 50.59" (52) Deck Width 34.50 ft (102) Direction of Traffic 2

(17) Longitude 122° 57' 59.36" (53) Vert Clear Over Deck

16.00 ft (103) Temporary Structure

(19) Bypass Detour 6.58 mi (54) Vert Clear Under Deck

N 0.00 ft (104) Highway System 1

(20) TOLL 3 On free road (55) Min Lat Underclear

CD

N 0.00 ft (105) Federal Lands HWY 0

(21) Custodian State Highway Agency (56) Min Lat Underclear L 0.00 ft (106) Year Reconstructed

(22) Owner State Highway Agency (58) Deck 6 (107) Deck Structure 1

(26) Func Class 02 Rural Other Princ (59) SuperStructure 6 (108) Wearing Surface 300

(27) Year Built 1950 (60) SubStructure 5 (109) Truck ADT 11%

(28) Lanes on: 2 / under: 0 (61) Channel 7 (110) Designated National Network

(29) Average Daily Traffic

16800 (62) Culvert N (111) Pier Protection 2

(30) Year of ADT 2017 (63) Oper Rating Method 8 (112) NBIS Bridge Length Y

(31) Design Load 5 MS 18 (HS 20) (64) Operating Rating 25.80 ton (113) Scour Critical Bridge 3

(32) Approach Roadway

30.00 ft (65) Inv Rating Method 8 (114) Future ADT 16700

(33) Bridge Median 0 No median (66) Inventory Rating 19.90 ton (115) Year of Future ADT 2037

(34) Skew 0° (67) Structure Condition

4 (116) Vert-Lift Clearance

(35) Structure Flared 0 No flare (68) Deck Geometry 4 (117) Est Maint Cost

(36) Traffic Safety Feature

1001 (69) Underclearance N (118) Culvert Length

(37) Historical Significance

2 (70) Posting 5 (119) Culvert Inside Height

(38) Navigation Control 0 (71) Waterway Adequacy

8 (120) Inspector JOSH LONIE (S0037)

(39) Navigation Vert Clear

0.00 ft (72) APPR RDWY Alignment

8 (122) Highway/CO RD 018

(40) Navigation Horz Clear

0.00 ft (125) Embankment Erosion 5

(41) Open Status A

Quality Assurance:

WS Depth 0.00 (52) Deck Width 34.50 ft (70) Posting 5

(28) Lanes on: 2 / under: 0 (53) Vert Clear Over Deck 16.00 ft (71) Waterway Adequacy 8

(32) Approach Roadway 30.00 ft (58) Deck 6 (72) APPR RDWY Alignment 8

(41) Open Status A (59) SuperStructure 6 (95) Roadway Improvement

(43) Struct Main 3 Steel (60) SubStructure 5 (103) Temporary Structure

(44) Struct Appr 2 Concrete Continuous (61) Channel 7 (108) Wearing Surface 300

(46) Number Appr Spans 6 (62) Culvert N (113) Scour Critical Bridge 3

(51) Bridge Roadway Width

30.00 ft (125) Embankment Erosion 5

Bridge Clearance Documents: Not Available Bridge Detours Maps: 05286.tif Bridge Images: IM05286_A0.jpg IM05286_A1.JPG IM05286_A3.JPG IM05286_A4.JPG IM05286_A5.JPG IM05286_A6.JPG IM05286_A7.JPG IM05286_A8.JPG IM05286_A9.JPG IM05286_B0.JPG IM05286_B1.JPG Job Hazard Assessment: JHA05286.PDF Cross Channel Documents: XC05286.pdf Gusset Plate Documents: GP05286.pdf Fracture Critical Inspection Documents: FC05286.pdf Fatigue Prone Assessment: FP05286.pdf Under Water: UW05286_.pdf Scour Plan Of Action: Not Available Timber Boring: Not Available Pin Hanger: Not Available Deck Surveys: Not Available Draw Bridges: Not Available Supplemental: Not Available Critical Findings: Not Available Tunnel Maps: Not Available Tunnel Access: Not Available