BR 15C37.pdf

PHYSICAL DATA

for

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT

OR FLAP CURRY 595(1),

Jerry's Flat Road Preservation &

Improvements

OR FS RRSIS610 33(1),

Agness Road Pavement Preservation

Bridge Inspection Report for Bridge # 15C37

FP2020

Date of Inspection: 11/3/2020 MP: 8.1 County: Curry Name and No: Will Strehler, PE

Owner: County Year Built: 1957 Signature:

Frequency: 72 Months

OREGON DEPARTMENT OF TRANSPORTATION

FATIGUE PRONE DETAIL INSPECTION REPORT

Bridge Name: Kimball Creek, County Rd 595 District:

Bridge No: 15C37 Highway: CR-595 Inspection Agency/Firm: Burgess & Niple, In

Bent 1 Bent 2 Bent 3 Bent 4

Span 2

Beams in contact with the

Girder 2

Girder 3

Girder 4

Girder 5

Span 1 Span 3

D1.1 D1.2 D1.3 D2.1 D2.2 D2.3 D3.1 D3.2 D3.3

D1.0 D1.4 D2.0 D2.4 D3.0 D3.4

Bearings: Fixed Exp. Exp. EFixed Fixed

Printed: 12/21/2020 1 File: FP15C37

Span Type of Member Location Type of Detail Condition assesment & associated remarks

SKETCH/

PHOTO

1 Rolled Beam Girder 1 Cont. Weld at Base of Each Vrt Stiffener No defects found.

1 Rolled Beam Girder 2 Cont. Weld at Base of Each Vrt Stiffener No defects found.

1 Rolled Beam Girder 3 Cont. Weld at Base of Each Vrt Stiffener No defects found.

1 Rolled Beam Girder 4 Cont. Weld at Base of Each Vrt Stiffener No defects found.

1 Rolled Beam Girder 5 Cont. Weld at Base of Each Vrt Stiffener Paint crack at D1.3. Magnetic partical tested in 2020.

Results did not indicate cracking in steel. IM15C37_A7

2 Rolled Beam Girder 1 Cont. Weld at Base of Each Vrt Stiffener No defects found.

2 Rolled Beam Girder 2 Cont. Weld at Base of Each Vrt Stiffener No defects found.

2 Rolled Beam Girder 3 Cont. Weld at Base of Each Vrt Stiffener No defects found.

2 Rolled Beam Girder 4 Cont. Weld at Base of Each Vrt Stiffener No defects found.

2 Rolled Beam Girder 5 Cont. Weld at Base of Each Vrt Stiffener No defects found.

3 Rolled Beam Girder 1 Cont. Weld at Base of Each Vrt Stiffener and Bearing sole plate to bottom flange weld.

Abutment 4 rocker bearing sole plate is welded to girder bottom flange.

3 Rolled Beam Girder 2 Cont. Weld at Base of Each Vrt Stiffener and Bearing sole plate to bottom flange weld.

Abutment 4 rocker bearing sole plate is welded to girder bottom flange.

3 Rolled Beam Girder 3 Cont. Weld at Base of Each Vrt Stiffener and Bearing sole plate to bottom flange weld.

Abutment 4 rocker bearing sole plate is welded to girder bottom flange. Weld slag on girder web D3.1. IM15C37_B0

3 Rolled Beam Girder 4 Cont. Weld at Base of Each Vrt Stiffener and Bearing sole plate to bottom flange weld.

Abutment 4 rocker bearing sole plate is welded to girder bottom flange.

3 Rolled Beam Girder 5 Cont. Weld at Base of Each Vrt Stiffener and Bearing sole plate to bottom flange weld.

Abutment 4 rocker bearing sole plate is welded to girder bottom flange.

Printed: 12/21/2020 2 File: FP15C37

Span Type of Member Location Type of Detail Condition assesment & associated remarks

SKETCH/

PHOTO

PHOTO'S

Span 2, girder 2, diaphragm 2.1. Note: typical framing Span 1, between girders 1 and 2, diaphragm 1.3.

Note: typical diaphragm assembly.

Span 3, girder 1, at A4. Note: bottom flange welded to sole plate.Span 3 beams at abutment 4. Note: Beams in contact with backwall.

Printed: 12/21/2020 3 File: FP15C37

Oregon Department of Transportation Bridge Inspection Report

District : 7

Fac Crossed : KIMBALL

CREEK

Suff Rating : 70.0

AC Depth : 3.00

Bridge Length : 181.00 ft

Structure : Kimball Creek, County Rd 595

Owner : County Hwy Agency

County : Curry

Record Type : 1

Insp Freq : 24

Bridge Width : 27.10 ft

Bridge ID : 15C37

Fac Carried : COUNTY RD

Mile Point : 8.10 mi

Insp Date : 11/03/2020

Inspector 1 : Will Strehler (C0093)

Inspector 2 : Reed Case (C0099)

Signature: _____________________________________________________

Element Condition States (New AASHTO report)

Element Structure Unit

Environment Quantity Units CS 1 CS

CS

CS

Temp

12-Re Concrete Deck 1 3 4900 (SF) 4713 187 0 0

1081-Soffit Spalls/Delams/Patches 1 3 100 (SF) 0 100 0 0

1090-Exposed Rebar 1 3 2 (SF) 0 2 0 0

1120-Efflorescence/Rust Staining 1 3 5 (SF) 0 5 0 0

1131-Soffit Cracking (RC, PSC) 1 3 15 (SF) 0 15 0 0

511-AC Wearing Surface 1 3 4900 (SF) 4900 0 0 0

107-Steel Opn Girder/Beam 1 3 905 (LF) 855 50 0 0

1000-Corrosion 1 3 50 (LF) 0 50 0 0

518-Steel Paint 1 3 7845 (SF) 6668 785 392 0

205-Re Conc Column 1 3 4 (EA) 4 0 0 0

215-Re Conc Abutment 1 3 54 (LF) 47 4 3 0

1080-Delamination/Spall/Patched Area

1 3 3 (LF) 0 0 3 0

1130-Cracking (RC and Other) 1 3 4 (LF) 0 4 0 0

234-Re Conc Pier Cap 1 3 54 (LF) 53 1 0 0

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

306-Other Joint 1 3 108 (LF) 28 26 54 0

2310-Leakage 1 3 80 (LF) 0 26 54 0

311-Moveable Bearing 1 3 15 (EA) 10 5 0 0

2210-Movement 1 3 5 (EA) 0 5 0 0

518-Steel Paint 1 3 75 (SF) 0 75 0 0

313-Fixed Bearing 1 3 15 (EA) 0 13 2 0

1000-Corrosion 1 3 15 (EA) 0 13 2 0

518-Steel Paint 1 3 15 (SF) 7 0 8 0

330-Metal Bridge Railing 1 3 362 (LF) 0 361 1 0

1000-Corrosion 1 3 361 (LF) 0 361 0 0

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

515-Steel Protective Coating 1 3 1267 (SF) 1267 0 0 0

390-Ptd Bridge Element 1 3 7845 (SF) 7845 0 0 0

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

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

Appraisal

Appraisal NBI # Rating

Scour 113 U Unknown Scour

Bridge Rail 36A 0 Substandard

Transitions 36B 0 Substandard

Approach Rail 36C 0 Substandard

Rail Ends 36D 0 Substandard

Structural 67 5 Above Min Tolerable

Deck 68 4 Tolerable

Clearance 69 N Not applicable (NBI)

Waterway 71 8 Equal Desirable

Approach Alignment 72 6 Equal Min Criteria

NBI Category

Category NBI # Rating

Deck Condition 58 7 Good

Superstructure 59 7 Good

Substructure 60 5 Fair

Channel 61 6 Bank Slumping

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

Remarks

12-Re Concrete Deck SU 1 ENV 3 There is an accumulation of dirt and debris on the deck.

1081-Soffit Spalls/Delams/Patches The deck soffit overhangs exhibit several small open incipient popouts with exposed rebar.

1090-Exposed Rebar The left curb at abutment 1 exhibits impact related spalling to the inboard face with exposed rebar.

1120-Efflorescence/Rust Staining Span 1 deck soffit exhibits a transverse crack with efflorescence in bay 1 near abutment 1.

107-Steel Opn Girder/Beam SU 1 ENV 3 FPD: The welds are continuous around the base of all vertical stiffeners creating a fatigue prone detail (category E) at the bottom flange.

The span 3 beam ends are in contact with the abutment 4 backwall. Beams exhibit no signs of distress at this time.

1000-Corrosion The paint system on the girders exhibits isolated areas of failure resulting in light surface corrosion.

518-Steel Paint The paint system on the girders exhibits isolated areas of failure along the bottom flange but the paint system is substantially effective.

205-Re Conc Column SU 1 ENV 3 Previous scour at Bent 3, Column 1 has been repaired with crushed rock.

215-Re Conc Abutment SU 1 ENV 3 Moderate moss growth on both abutments.

All of the wingwalls are rotated outward leaving a gap between the wingwall and the abutment: northwest 1/2-inch, southeast 1 1/2-inch and southwest 5/8-inch. The northeast wingwall exhibits a fractured piece of concrete at the top making rotation measurements difficult to replicate. Measurement for the northeast is measured from face of cheek wall to top of wingwall construction joint and measures 11.25 inch.

The northwest wingwall is broken at the top. The northeast wingwall has fractured and the post-tension restraint plate is no longer seated flush.

1080-Delamination/Spall/Patched Area Abutment 4 is delaminated at the northeast wingwall.

1130-Cracking (RC and Other) Both abutments exhibit full height vertical cracks up to 0.016-inch wide near the centerline and beneath the bearings.

234-Re Conc Pier Cap SU 1 ENV 3 Bent 2, north face has 4 rebars protruding out approximately 1 foot at the west end of the cap. Bent 3, south face has 1 rebar protruding out up to 1 foot at the east end of the cap.

1090-Exposed Rebar Bent 3, east cantilever underside exhibits 3 exposed longitudinal reinforcing bars. Exposed reinforcing steel can be attributed to insufficient concrete cover and does not exhibit any measurable section loss.

306-Other Joint SU 1 ENV 3 The joints over bents 2 and 3 are covered by chip seal.

2310-Leakage The chip seal exhibits an 1/8-inch wide crack at the joint over bent 2. Both approach pavements exhibit a transverse crack up to 1/2-inch wide at the bridge transitions due to settlement of the approach roadway.

311-Moveable Bearing SU 1 ENV 3 The bearing grout pads of girders 1, 2 and 3 at bent 3 exhibit construction related voiding beneath their masonry plates.

Moveable bearings exhibit fretting corrosion indicating movement. Bearings at bent 3 are near vertical at 50 degrees. Pack rust is forming under the masonry plate for beam 2 span 2 at bent 3.

2210-Movement The bearings at abutment 4 are at limits of expansion at 50 degrees. The girders are impacting the backwall of the abutment. Movement of the abutment is the suspected cause. Span 3 fixed bearings at bent 3 show no signs of distress.

518-Steel Paint Minor surface corrosion has initiated at the rocker to sole plate interfaces.

313-Fixed Bearing SU 1 ENV 3 1000-Corrosion Minor pack rust between sole plates and between grout pad and masonry plates at bent 3.

518-Steel Paint Paint system on fixed bearings exhibits isolated failures, typically along sole plate interface.

330-Metal Bridge Railing SU 1 ENV 3 The right bridge railing exhibits scraps and dents due to minor collision damage throughout. The southwest end treatment exhibits minor impact damage but is still functional.

1000-Corrosion Thinning of the bridge railing galvanizations has resulted in blush rusting forming on the tops of the rail panels.

1020-Connection The first rail post on the left bridge railing is disconnected from the curb and rail.

390-Ptd Bridge Element SU 1 ENV 3 The paint on the superstructure is in good condition. Minor surface corrosion has initiated along the edges of the bottom flange and at the bearing rocker to sole plate interfaces.

999-Roadway Impact SU 1 ENV 3 South approach pavements exhibit settlement up to 1-inch.

North approach roadway exhibits 2-inches of settlement.

Notes Inspection Notes

[WTS 11/4/2020]: 6 year FP/Snooper inspection frequency at inspector discretion due to axial loads in span 3 beams. Use snooper to stringline bents for plumb.

Bridge Notes

The bridge is inventoried south to north. Detour map added and length changed by Erick Cain 1/12/2017.

Bridge Hydraulics Notes

No plans; insufficient foundation information. Scour code changes to 'U' - CRW 11/8/2019

Maintenance Recommendations As of: 12/9/2021

Priority Crew Wrk Cnd Notes Status Rec Date

Monitor Local Agency

215 RC Abutment Other

Monitor rotation of wingwalls and north abutment for movement.

Approved 11/18/2014

Routine/Schedule Local Agency

306 Joints Other Joint Reseal Joint

Seal the cracks in the AC joints with mastic.

Unknown 11/18/2016

Routine/Schedule Local Agency

330 Steel Bridge Rail (Steel) Other

Reconnect the 1st rail post of left rail.

Approved 11/18/2014

Routine/Schedule Local Agency

Misc Roadway Impact Other

Repair settlement at the bridge transitions or feather patch AC at the north abutment to smooth transition.

Approved 09/26/2004

Routine/Schedule Local Agency

Bridge Remove debris from channel/channel repair

Cut trees growing under bridge in span 3.

Unknown 11/03/2020

Routine/Schedule Bridge Preservation Crew

Bridge Geologic investigation

Investigate movement of the north abutment (A4). Perform preliminary assessment of abutment stabilization, bearing reset and possible beam shortening.

Unknown 11/04/2020

*Completed items not included on default search

Load Rating

Rating Date : 04/05/1994

Design Load : 3 MS 13.5 (HS 15)

Operating Load : 48 ton

Inventory Rating : 29 ton

Posting Req : 5 At/Above Legal Loads

Posting Status : A Open, no restriction

OR Method : 2 AS Allowable Stress

IR Method : 2 AS Allowable Stress

Truck Rating Factor

% Below Posting Required

Controlling Member

Actual Posting

Posting Date

Type 3 1.60 5 At/Above Legal Loads

No STRINGER

BENDING

Type 3S-

1.56 5 At/Above Legal Loads

No STRINGER

BENDING

Type 3-3 1.38 5 At/Above Legal Loads

No STRINGER

BENDING

SU4

SU5

SU6

SU7

EV2

EV3

Load Rating Notes

Load Rating Condition Comparison Chart

Category NBI # Rating Condition Current Condition

Traffic Impact 0 Failed CS3

Deck Condition 58 0 7

Superstructure 59 0 7

Substructure 60 0 5

Temporary Repairs 103

Wearing Surface Thickness 0.00 3.00

Inspection Schedule

Activity Conducted On Frequency Next Inspection

Routine Inspection 11/03/2020 24 11/01/2022

X-Channel 11/03/2020 48 11/01/2024

Snooper 11/03/2020 96 11/01/2026

Fatigue Prone 11/03/2020 120 11/01/2026

Oregon Department of Transportation Structure Inventory and Appraisal Report

(2) Highway District District 7 (42A) Type Service On 1 (76) Improvement Length

(3) County Curry (42B) Type Service Under 5

Suff Rating: 70.0 Bridge NO: 15C37 Insp Date: 11/03/2020

(4) City 00000 (43) Struct Main 3 Steel Stringer/Girder

(90) Inspection Date 11/03/2020

(5) Inventory Route 140005950 (44) Struct Appr 0 Not Applicable 00 Not Applicable

(91) Inspection Frequency 24

(6) Feature INT KIMBALL CREEK (45) Number Main Spans 3 (92) Critical Feat Insp

(A) Fracture Critical

(B) Underwater Insp

(7) Facility Carried COUNTY RD 595 (46) Number Appr Spans 0

(8) Structure Number 15C37 059500810 (47) Horizontal Clearance 24.10 ft (95) Roadway Improvement

(9) Location 8.1 E OF HWY 101 (48) Maximum Span Length 59.00 ft (96) Project Improvement 0

(10) Vert Clearance 99.98 ft (49) Structure Length 181.00 ft (97) Year of Improvement

(11) Mile Post 8.10 mi (50A) Sidewalk Width LT 0.00 ft (98) Border BRST-Code

(12) Base Highway Network 0 (50B) Sidewalk Width RT 0.00 ft (100) Defense Highway 0

(13) LRS Inventory Route 000000000000 (51) Bridge Roadway Width

24.10 ft (101) Parallel Structure N

(16) Latitude 42° 28' 57.11" (52) Deck Width 27.10 ft (102) Direction of Traffic 2

(17) Longitude 124° 18' 36.36" (53) Vert Clear Over Deck 99.99 ft (103) Temporary Structure

(19) Bypass Detour 1.84 mi (54) Vert Clear Under Deck N 0.00 ft (104) Highway System 0

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

CD

N 0.00 ft (105) Federal Lands HWY 2

(21) Custodian County Highway Agency

(56) Min Lat Underclear L 0.00 ft (106) Year Reconstructed

(22) Owner County Highway Agency

(58) Deck 7 (107) Deck Structure 1

(26) Func Class 06 Rural Minor Arterial (59) SuperStructure 7 (108) Wearing Surface 600

(27) Year Built 1957 (60) SubStructure 5 (109) Truck ADT 5%

(28) Lanes on: 2 / under: 0 (61) Channel 6 (110) Designated National Network

(29) Average Daily Traffic 458 (62) Culvert N (111) Pier Protection

(30) Year of ADT 2020 (63) Oper Rating Method 2 (112) NBIS Bridge Length Y

(31) Design Load 3 MS 13.5 (HS 15) (64) Operating Rating 48.00 ton (113) Scour Critical Bridge U

(32) Approach Roadway 26.00 ft (65) Inv Rating Method 2 (114) Future ADT 518

(33) Bridge Median 0 No median (66) Inventory Rating 29.00 ton (115) Year of Future ADT 2025

(34) Skew 0° (67) Structure Condition 5 (116) Vert-Lift Clearance

(35) Structure Flared 0 No flare (68) Deck Geometry 4

(36) Traffic Safety Feature

0000 (69) Underclearance N (118) Culvert Length

(37) Historical Significance 5 (70) Posting 5 (119) Culvert Inside Height

(38) Navigation Control 0 (71) Waterway Adequacy 8 (120) Inspector Will Strehler (C0093)

(39) Navigation Vert Clear 0.00 ft (72) APPR RDWY Alignment

6 (122) Highway/CO RD 000595

(40) Navigation Horz Clear 0.00 ft (75) Type of Work (125) Embankment Erosion 6

(41) Open Status A

Quality Assurance:

WS Depth 3.00 (51) Bridge Roadway Width 24.10 ft (70) Posting 5

(28) Lanes on: 2 / under: 0 (52) Deck Width 27.10 ft (71) Waterway Adequacy 8

(32) Approach Roadway 26.00 ft (53) Vert Clear Over Deck 99.99 ft (72) APPR RDWY Alignment 6

(36) Traffic Safety Feature 0000 (58) Deck 7

(41) Open Status A (59) SuperStructure 7 (103) Temporary Structure

(43) Struct Main 3 Steel 02 Stringer/Girder

(60) SubStructure 5 (108) Wearing Surface 600

(44) Struct Appr 0 Not Applicable 00 Not Applicable

(61) Channel 6 (113) Scour Critical Bridge U

(45) Number Main Spans 3 (62) Culvert N

Bridge Clearance Documents: Not Available Bridge Detours Maps: 15C37.tif Bridge Images: IM15C37_A0.JPG IM15C37_A1.JPG IM15C37_A2.JPG IM15C37_A3.jpg IM15C37_A4.jpg IM15C37_A5.jpg IM15C37_A6.jpg IM15C37_A7.jpg IM15C37_A8.jpg IM15C37_A9.jpg IM15C37_B0.jpg IM15C37_B1.jpg IM15C37_B2.jpg IM15C37_B3.jpg IM15C37_B4.jpg IM15C37_B5.jpg IM15C37_B6.jpg IM15C37_B7.jpg IM15C37_B8.jpg IM15C37_B9.jpg IM15C37_C0.jpg IM15C37_C1.jpg Job Hazard Assessment: Not Available Cross Channel Documents: XC15C37.pdf Gusset Plate Documents: Not Available Fracture Critical Inspection Documents: Not Available Fatigue Prone Assessment: FP15C37.pdf Under Water: Not Available 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