BR19184_BIR_05252018.pdf

Oregon Department of Transportation Bridge Inspection Report

District : 3

Fac Crossed : LAKE CREEK

Suff Rating : 77.7

AC Depth : 0.00

Bridge Length : 91.86 ft

Structure : LAKE CREEK, HWY 16

Owner : State Highway Agency

County : Jefferson

Record Type : 1

Insp Freq : 24

Bridge Width : 42.06 ft

Bridge ID : 19184

Fac Carried : US 20 (HWY 016)

Mile Point : 87.07 mi

Insp Date : 05/25/2018

Inspector 1 : JOHN ADKINS (183)

Inspector 2 :

Signature: _____________________________________________________

Element Condition States (New AASHTO report)

Element Structure Unit

Environment Quantity Units CS 1 CS 2 CS

CS

Temp

12-Re Concrete Deck 1 3 3864 (SF) 3091 773 0 0

1120-Efflorescence/Rust Staining 1 3 100 (SF) 0 100 0 0

1130-Cracking (RC and Other) 1 3 1000 (SF) 900 100 0 0

1181-Wheeltrack Rutting 1 3 400 (SF) 0 400 0 0

522-Coated Rebar 1 3 3864 (SF) 3864 0 0 0

109-Pre Opn Conc Girder/Beam 1 3 608 (LF) 605 3 0 0

1080-Delamination/Spall/Patched Area

1 3 3 (LF) 0 3 0 0

215-Re Conc Abutment 1 3 119 (LF) 95 24 0 0

1130-Cracking (RC and Other) 1 3 24 (LF) 0 24 0 0

306-Other Joint 1 3 148 (LF) 0 74 74 0

2310-Leakage 1 3 148 (LF) 0 74 74 0

321-Re Conc Approach Slab 1 3 1682 (SF) 1182 500 0 0

4000-Settlement 1 3 500 (SF) 0 500 0 0

511-AC Wearing Surface 1 3 1682 (SF) 0 1000 682 0

331-Re Conc Bridge Railing 1 3 263 (LF) 245 13 5 0

1130-Cracking (RC and Other) 1 3 18 (LF) 0 13 5 0

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

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

Appraisal NBI Category

Appraisal NBI # Rating

Scour 113 5 Stable w/in footing

Bridge Rail 36A 0 Substandard

Transitions 36B 1 Meets Standards

Approach Rail 36C 0 Substandard

Rail Ends 36D 1 Meets Standards

Structural 67 7 Above Min Criteria

Deck 68 5 Above Tolerable

Clearance 69 N Not applicable (NBI)

Waterway 71 7 Above Minimum

Approach Alignment 72 8 Equal Desirable Crit

Category NBI # Rating

Deck Condition 58 7 Good

Superstructure 59 7 Good

Substructure 60 7 Good

Channel 61 7 Minor Damage

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

Remarks

12-Re Concrete Deck Some small air bubbles opening up on wheel tracks 2012.

1120-Efflorescence/Rust Staining Very minor cracking w/ efflor in soffit.

1130-Cracking (RC and Other) Wide cracks near centerline at Bt 1. Parallel to skew of bents. 9/2008 Salem crew sealed cracks. Reseal in near future to fill cracks opening up and holes in wheel paths.

1181-Wheeltrack Rutting Minor rutting (1/8") in wheel tracks. This bridge would be a good candidate for an MPCO (Thin Overlay).

109-Pre Opn Conc Girder/Beam

1080-Delamination/Spall/Patched Area #3 girder has a 1' patch to the lower flange, near Bent 1. Patch is sound.

306-Other Joint Crafco joints at Bent 1 & 2 is debonding/missing in some of the wheel paths. Crafco at the ends of the impact panels was never sawcut. AC cracked. Needs touched up (2018).

321-Re Conc Approach Slab 4000-Settlement Dip in the NE corner of Bent 2 impact panel. Poor grade or settlement?

511-AC Wearing Surface Poor AC over impact panel.

331-Re Conc Bridge Railing Skewed rail joint is substandard. Very wide rail.

1130-Cracking (RC and Other) Concrete rail at the end of the impact panel on the SW corner has wide/active crack from improper exp/contraction.

980-Approach Roadway Embank Drains plugged on structure.

999-Roadway Impact Rough transition. Rough ride on the deck.

Notes Inspection Notes

Changed Item #113 from U to 5, foundation stable, user #152, 10-26-06, jrw.

Bridge Notes

19184 NEW - 03785A OLD. Bridge 19184 016 08707 entered 2005-07-25 11:01 by userid hwye01c Detour map added and length changed by Erick Cain 02/08/2011.

Bridge Hydraulics Notes

APRIL QA

Maintenance Recommendations As of: 5/31/2018

Priority Crew Wrk Cnd Notes Est.cost Status Rec Date

Routine/Medium Salem Bridge Crew

12 RC Deck Thin Overlay

Wide cracks near centerline at Bt

1. Parallel to skew of bents. Last crack seal was in 2008. Cracks opening up and holes in wheel paths. Needs another reseal at a minimum, or preferably a thin overlay (MPCO) due to the start of rutting.

Approved 06/01/2016

Routine/Schedule Salem Bridge Crew

12 RC Deck Wash/Clean

Clean out drain at NE and SE corner of bridge. Drains are plugged (2016).

Approved 05/18/2016

Routine/Medium Salem Bridge Crew

306 Joints Other Joint Joint Replace

Reseal crafco joints at Bent 1 & 2 and ends of impact panels.

Approved 06/26/2012

*Completed items not included on default search

Load Rating

Rating Date : 02/06/2009

Design Load : HL93

Operating Load : 78.4 ton

Inventory Rating : 60.5 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 4.75 5 At/Above Legal Loads

No Ext. Girder, span 1 of 1 +M at 0.5L

Type 3S-2

4.11 5 At/Above Legal Loads

No Ext. Girder, span 1 of 1 +M at 0.45L

Type 3-

4.00 5 At/Above Legal Loads

No Ext. Girder, span 1 of 1 +M at 0.5L

SU4 4.26 5 At/Above Legal Loads

No Ext. Girder, span 1 of 1 +M at 0.5L

SU5 3.82 5 At/Above Legal Loads

No Ext. Girder, span 1 of 1 +M at 0.5L

SU6 3.42 5 At/Above Legal Loads

No Ext. Girder, span 1 of 1 +M at 0.5L

SU7 3.11 5 At/Above Legal Loads

No Ext. Girder, span 1 of 1 +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 7 7

Superstructure 59 7 7

Substructure 60 7 7

Temporary Repairs 103

Wearing Surface Thickness 0.00 0.00

Inspection Schedule

Activity Conducted On Frequency Next Inspection

X-Channel 06/20/2012 120 06/01/2022

JSA 06/03/2010

Oregon Department of Transportation Structure Inventory and Appraisal Report

Suff Rating: 77.7 Bridge NO: 19184 Insp Date: 05/25/2018

(2) Highway District District 3 (42A) Type Service On 1 (75) Type of Work

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

(4) City 00000 (43) Struct Main 5 Prestressed Concrete 02 Stringer/Girder

(90) Inspection Date 05/25/2018

(5) Inventory Route 121000200 (44) Struct Appr 0 Not Applicable 00 Not Applicable

(91) Inspection Frequency 24

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

(A) Fracture Critical

(B) Underwater Insp

(7) Facility Carried US 20 (HWY 016) (46) Number Appr Spans 0 (94) Cost of Improvement

(8) Structure Number 19184 016 08707 (47) Horizontal Clearance 39.37 ft (95) Roadway Improvement

(9) Location 13.3 MI NW SISTERS (48) Maximum Span Length

91.86 ft (96) Project Improvement 0

(10) Vert Clearance 99.99 ft (49) Structure Length 91.86 ft (97) Year of Improvement

(11) Mile Post 87.07 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

001600100S00 (51) Bridge Roadway Width

39.37 ft (101) Parallel Structure N

(16) Latitude 44° 25' 41.77" (52) Deck Width 42.06 ft (102) Direction of Traffic 2

(17) Longitude 121° 43' 32.45" (53) Vert Clear Over Deck

99.99 ft (103) Temporary Structure

(19) Bypass Detour 49.20 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 7 (107) Deck Structure 1

(26) Func Class 02 Rural Other Princ (59) SuperStructure 7 (108) Wearing Surface 101

(27) Year Built 2005 (60) SubStructure 7 (109) Truck ADT 11%

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

(29) Average Daily Traffic

6300 (62) Culvert N (111) Pier Protection 4

(30) Year of ADT 2016 (63) Oper Rating Method 8 (112) NBIS Bridge Length Y

(31) Design Load HL93 (64) Operating Rating 78.40 ton (113) Scour Critical Bridge 5

(32) Approach Roadway

44.00 ft (65) Inv Rating Method 8 (114) Future ADT 7300

(33) Bridge Median 0 No median (66) Inventory Rating 60.50 ton (115) Year of Future ADT 2036

(34) Skew 45° (67) Structure Condition 7 (116) Vert-Lift Clearance

(35) Structure Flared 0 No flare (68) Deck Geometry 5 (117) Est Maint Cost

(36) Traffic Safety Feature

0101 (69) Underclearance N (118) Culvert Length

(37) Historical Significance

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

(38) Navigation Control 0 (71) Waterway Adequacy

7 (120) Inspector JOHN ADKINS (183)

(39) Navigation Vert Clear

0.00 ft (72) APPR RDWY Alignment

8 (122) Highway/CO RD 016

(40) Navigation Horz Clear

0.00 ft (125) Embankment Erosion 5

(41) Open Status A

Quality Assurance:

WS Depth 0.00 (52) Deck Width 42.06 ft (70) Posting 5

(28) Lanes on: 2 / under: 0 (53) Vert Clear Over Deck 99.99 ft (71) Waterway Adequacy 7

(32) Approach Roadway 44.00 ft (58) Deck 7 (72) APPR RDWY Alignment 8

(41) Open Status A (59) SuperStructure 7 (95) Roadway Improvement

(43) Struct Main 5 Prestressed Concrete

(60) SubStructure 7 (103) Temporary Structure

(44) Struct Appr 0 Not Applicable (61) Channel 7 (108) Wearing Surface 101

(46) Number Appr Spans 0 (62) Culvert N (113) Scour Critical Bridge 5

(51) Bridge Roadway Width

39.37 ft (125) Embankment Erosion 5

Bridge Clearance Documents: Not Available Bridge Detours Maps: Not Available Bridge Images: Not Available Job Hazard Assessment: Not Available Cross Channel Documents: Not Available 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