BR 18059.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 # 18059

Oregon Department of Transportation Bridge Inspection Report

District : 7

Fac Crossed : SAUNDERS

CREEK

Suff Rating : 95.7

AC Depth : 4.00

Bridge Length : 59.00 ft

Structure : Saunders Creek, County Rd 595

Owner : County Hwy Agency

County : Curry

Record Type : 1

Insp Freq : 24

Bridge Width : 36.00 ft

Bridge ID : 18059

Fac Carried : COUNTY RD

Mile Point : 3.10 mi

Insp Date : 11/05/2020

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 2 CS

CS

Temp

39-Prestressed Slab 1 3 2124 (SF) 2123 1 0 0

1081-Soffit Spalls/Delams/Patches

1 3 1 (SF) 0 1 0 0

511-AC Wearing Surface 1 3 2124 (SF) 0 2024 100 0

523-Waterproof Membrane 1 3 2124 (SF) 2124 0 0 0

215-Re Conc Abutment 1 3 112 (LF) 112 0 0 0

306-Other Joint 1 3 72 (LF) 0 0 72 0

2310-Leakage 1 3 72 (LF) 0 0 72 0

310-Elastomeric Bearing 1 3 36 (EA) 36 0 0 0

330-Metal Bridge Railing 1 3 118 (LF) 94 24 0 0

1000-Corrosion 1 3 24 (LF) 0 24 0 0

515-Steel Protective Coating 1 3 786 (SF) 200 500 86 0

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 8 Stable Above Footing

Bridge Rail 36A 0 Substandard

Transitions 36B 0 Substandard

NBI Category

Category NBI # Rating

Deck Condition 58 7 Good

Superstructure 59 7 Good

Substructure 60 7 Good

Approach Rail 36C 0 Substandard

Rail Ends 36D 0 Substandard

Structural 67 7 Above Min Criteria

Deck 68 5 Above Tolerable

Clearance 69 N Not applicable (NBI)

Waterway 71 8 Equal Desirable

Approach Alignment 72 8 Equal Desirable Crit

Appraisal NBI # Rating

Channel 61 5 Bank Prot Eroded

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

Category NBI # Rating

Remarks

39-Prestressed Slab SU 1 ENV 3 The slabs are 21 inches deep.

1081-Soffit Spalls/Delams/Patches Slab 5 exhibits a shallow spall between the 1st and 2nd utility attachment.

511-AC Wearing Surface The asphalt wearing surface exhibits 1/4-inch wide longitudinal construction joint in the center of the southbound lane. A semi-straight 1/4-inch wide crack has formed in the center of the northbound lane.

215-Re Conc Abutment SU 1 ENV 3 The original abutments were left in place and serve as end slope protection/retaining walls. These original abutments exhibit severe undermining due to channel scour. The east side of abutment 2 end slope exhibits an 8-foot diameter collapsed area upstream from the old abutment, but does not pose a scour risk at this time.

The abutment 1 slope behind the original abutment exhibits sloughing and collapsed riprap.

306-Other Joint SU 1 ENV 3 2310-Leakage Both approach pavements exhibit transverse cracks up to 1/4-inch wide.

330-Metal Bridge Railing SU 1 ENV 3 The northeast and northwest end treatments exhibit minor impact but are still substantially effective. There is vegetation overgrowing the bridge rails.

1000-Corrosion The top of the bridge rails exhibit light blush rusting.

515-Steel Protective Coating The galvanizing coating on the W-beam bridge rail is thinning.

990-Miscellaneous Elements SU 1 ENV 3 Rated for the 4-inch diameter PVC pipe attached to the upstream bridge rail and the 12-inch diameter ductile iron pipe suspended from slab 5.

999-Roadway Impact SU 1 ENV 3 Both approach pavements exhibit spalls and upheaving up to 3/4-inch high in the shoulder areas along the bridge transitions. The adjacent bridge deck AC is also heaving, further contributing to the rough transition.

Notes Inspection Notes

Bridge Notes

The bridge is inventoried south to north. Local bridge 15C020 Detour map added and length changed by Erick Cain 1/12/2017.

Bridge Hydraulics Notes

5/18/2020 Single-span bridge on piles. 100-year scour depth is 2.73 feet and the avg. velocity is 10.3 fps per the single-section hydraulics analysis. Piles are embedded 41.1+ feet per the as-built plans. Scour code stays as an 8. HMW

Maintenance Recommendations As of: 12/9/2021

Priority Crew Wrk Cnd Notes Status Rec Date

Routine/Schedule Local Agency

39 PS/PT Con Slab Seal ACWS

Seal cracks in deck with mastic. Unknown 11/17/2016

Monitor Local Agency

215 RC Abutment Scour Repair

Monitor the abutment end slopes for further erosion and riprap collapse.

Unknown 11/05/2020

Routine/Schedule Local Agency

306 Joints Other Joint Reseal Joint

Seal the joints at the bridge transitions with mastic.

Approved 10/31/2008

Routine/Schedule Local Agency

330 Steel Bridge Rail (Steel) Other

Install object markers at all 4 corners.

Unknown 11/05/2020

*Completed items not included on default search

Load Rating

Rating Date : 12/19/2008

Design Load : 9 MS 22.5 (HS 25)

Operating Load : 80 ton

Inventory Rating : 48 ton

Posting Req : 5 At/Above Legal Loads

Posting Status : A Open, no restriction

OR Method : 1 LF Load Factor

IR Method : 1 LF Load Factor

Truck Rating Factor

% Below Posting Required

Controlling Member Actual Posting

Posting Date

Type 3 2.21 5 At/Above Legal Loads

No Int.slab, span 1 of 1 +M at 0.5L

Type 3S-2

2.20 5 At/Above Legal Loads

No Int.slab, span 1 of 1 +M at 0.5L

Type 3-

1.93 5 At/Above Legal Loads

No Int.slab, span 1 of 1 +M at 0.5L

SU4

SU5

SU6

SU7

EV2

EV3

Load Rating Notes

Load Rating Condition Comparison Chart

Category NBI # Rating Condition Current Condition

Traffic Impact CS2

Deck Condition 58 8 7

Superstructure 59 8 7

Substructure 60 8 7

Temporary Repairs 103

Wearing Surface Thickness 3.50 4.00

Inspection Schedule

Activity Conducted On Frequency Next Inspection

Routine Inspection 11/05/2020 24 11/01/2022

X-Channel 11/05/2020 48 11/01/2024

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

(4) City 00000 (43) Struct Main 5 Prestressed Concrete 01 Slab

(90) Inspection Date 11/05/2020

(5) Inventory Route 1480A3050 (44) Struct Appr 0 Not Applicable 00 Not Applicable

(91) Inspection Frequency 24

(6) Feature INT SAUNDERS CREEK (45) Number Main Spans 1 (92) Critical Feat Insp

(A) Fracture Critical

(B) Underwater Insp

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

(8) Structure Number 18059 00015C020 (47) Horizontal Clearance 35.40 ft (95) Roadway Improvement

(9) Location 2.8 MI E OF GOLD

BEACH

(48) Maximum Span Length

58.00 ft (96) Project Improvement 0

(10) Vert Clearance 99.98 ft (49) Structure Length 59.00 ft (97) Year of Improvement

(11) Mile Post 3.10 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

35.40 ft (101) Parallel Structure N

(16) Latitude 42° 26' 43.29" (52) Deck Width 36.00 ft (102) Direction of Traffic 2

(17) Longitude 124° 22' 12.76" (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

Suff Rating: 95.7 Bridge NO: 18059 Insp Date: 11/05/2020

(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 9

(26) Func Class 06 Rural Minor Arterial (59) SuperStructure 7 (108) Wearing Surface 630

(27) Year Built 1993 (60) SubStructure 7 (109) Truck ADT 10%

(28) Lanes on: 2 / under: 0 (61) Channel 5 (110) Designated National Network

(29) Average Daily Traffic 2219 (62) Culvert N (111) Pier Protection

(30) Year of ADT 2020 (63) Oper Rating Method 1 (112) NBIS Bridge Length Y

(31) Design Load 9 MS 22.5 (HS 25) (64) Operating Rating 80.00 ton (113) Scour Critical Bridge 8

(32) Approach Roadway

36.00 ft (65) Inv Rating Method 1 (114) Future ADT 2509

(33) Bridge Median 0 No median (66) Inventory Rating 48.00 ton (115) Year of Future ADT 2025

(34) Skew 0° (67) Structure Condition 7 (116) Vert-Lift Clearance

(35) Structure Flared 0 No flare (68) Deck Geometry 5

(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

8 (122) Highway/CO RD 000595

(40) Navigation Horz Clear

0.00 ft (75) Type of Work (125) Embankment Erosion 5

(41) Open Status A

Quality Assurance:

WS Depth 4.00 (51) Bridge Roadway Width

35.40 ft (70) Posting 5

(28) Lanes on: 2 / under: 0 (52) Deck Width 36.00 ft (71) Waterway Adequacy 8

(32) Approach Roadway 36.00 ft (53) Vert Clear Over Deck 99.99 ft (72) APPR RDWY Alignment 8

(36) Traffic Safety Feature

0000 (58) Deck 7

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

(43) Struct Main 5 Prestressed Concrete 01 Slab

(60) SubStructure 7 (108) Wearing Surface 630

(44) Struct Appr 0 Not Applicable 00 Not Applicable

(61) Channel 5 (113) Scour Critical Bridge 8

(45) Number Main Spans 1 (62) Culvert N

Bridge Clearance Documents: Not Available Bridge Detours Maps: 18059.tif Bridge Images: IM18059_A0.JPG IM18059_A1.JPG IM18059_A2.JPG IM18059_A3.jpg IM18059_A4.jpg IM18059_A5.jpg IM18059_A6.jpg IM18059_A7.jpg Job Hazard Assessment: Not Available

Cross Channel Documents: XC18059.pdf Gusset Plate Documents: Not Available Fracture Critical Inspection Documents: Not Available Fatigue Prone Assessment: Not Available 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