BIR_01519A.pdf
PDF 54 KB Posted
- Solicitation number
- 69056723B000010
About this file
This document contains details for an Oregon Department of Transportation bridge inspection report and a related federal contract opportunity notice. The bridge inspection report provides condition assessments for multiple bridge elements of a 230-foot long structure carrying Highway 18 over Salt Creek in Lane County, Oregon. Inspections are conducted every 24 months.
The related federal contract opportunity is a solicitation notice for a highway construction project along 18 miles of OR Route 58 between the Coast Fork Willamette River and Lower Salt Creek. The firm fixed price contract has a base schedule and one option, with an estimated value between $15-20 million. Interested vendors must register with SAM.gov to view the interested vendors list and be assigned the contract opportunities administrator role for their entity to access additional details. The soliciting agency is the US Department of Transportation Federal Highway Administration.
View the file
Other files
Show all 34
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Oregon Department of Transportation Bridge Inspection Report
District : 5
Fac Crossed : SALT CREEK
Suff Rating : 77.4
AC Depth : 2.00
Bridge Length : 230.00 ft
Structure : Salt Creek, Hwy 18 at MP 38.25
Owner : State Highway Agency
County : Lane
Record Type : 1
Insp Freq : 24
Bridge Width : 38.20 ft
Bridge ID : 01519A
Fac Carried : OR 58 (HWY 018)
Mile Point : 38.25 mi
Insp Date : 05/14/2018
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 3 CS
Temp
12-Re Concrete Deck 1 3 8800 (SF) 5300 2500 1000 0
1120-Efflorescence/Rust Staining
1 3 500 (SF) 0 500 0 0
1130-Cracking (RC and Other) 1 3 3000 (SF) 0 2000 1000 0
511-AC Wearing Surface 1 3 8800 (SF) 6160 2200 440 0
16-Re Conc Top Flange 1 3 2827 (SF) 2547 280 0 0
1130-Cracking (RC and Other) 1 3 280 (SF) 0 280 0 0
511-AC Wearing Surface 1 3 2826 (SF) 1979 706 141 0
107-Steel Opn Girder/Beam 1 3 624 (LF) 469 124 31 0
1000-Corrosion 1 3 100 (LF) 0 95 5 0
518-Steel Paint 1 3 10277 (SF) 8222 1542 411 103
110-Re Conc Opn Girder/Beam 1 3 296 (LF) 266 30 0 0
1130-Cracking (RC and Other) 1 3 30 (LF) 0 30 0 0
215-Re Conc Abutment 1 3 93 (LF) 93 0 0 0
1130-Cracking (RC and Other) 1 3 9 (LF) 9 0 0 0
234-Re Conc Pier Cap 1 3 93 (LF) 92 1 0 0
1080- Delamination/Spall/Patched Area
1 3 1 (LF) 0 1 0 0
1130-Cracking (RC and Other) 1 3 9 (LF) 9 0 0 0
306-Other Joint 1 3 88 (LF) 88 0 0 0
307-Asphaltic Plug 1 3 88 (LF) 66 22 0 0
2310-Leakage 1 3 22 (LF) 0 22 0 0
311-Moveable Bearing 1 3 4 (EA) 4 0 0 0
1000-Corrosion 1 3 4 (EA) 4 0 0 0
313-Fixed Bearing 1 3 4 (EA) 4 0 0 0
1000-Corrosion 1 3 4 (EA) 4 0 0 0
330-Metal Bridge Railing 1 3 474 (LF) 474 0 0 0
515-Steel Protective Coating 1 3 2939 (SF) 1439 1500 0 0
331-Re Conc Bridge Railing 1 2 474 (LF) 439 35 0 0
1080- Delamination/Spall/Patched Area
1 2 10 (LF) 0 10 0 0
1130-Cracking (RC and Other) 1 2 24 (LF) 0 24 0 0
390-Ptd Bridge Element 1 3 17500 (SF) 0 17500 0 0
980-Approach Roadway Embank 1 3 1 (EA) 0 1 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 1 Meets Standards
Transitions 36B 0 Substandard
Approach Rail 36C 0 Substandard
Rail Ends 36D 0 Substandard
Structural 67 6 Equal Min Criteria
Deck 68 4 Tolerable
Clearance 69 N Not applicable (NBI)
Waterway 71 8 Equal Desirable
Approach Alignment 72 7 Above Min Criteria
NBI Category
Category NBI # Rating
Deck Condition 58 7 Good
Superstructure 59 6 Satisfactory
Substructure 60 7 Good
Channel 61 7 Minor Damage
Culvert/Retaining Walls 62 N N/A (NBI)
Remarks
12-Re Concrete Deck RC deck span 2. RC Top flange Spans 1 & 3.
1130-Cracking (RC and Other) Some fine dense cracking in the soffit of the steel spans. 1-3" spacing w/ staining. Most likely surface cracking. Minor efflor in exterior soffits. Overall very little cracking in RCDG spans.
511-AC Wearing Surface AC paving joints rough on bridge. New paving in 2015 up to bridge but not across (to avoid plug joints). Some minor potholes in AC across deck. This bridge would be a good candidate for a membrane during the next repave.
16-Re Conc Top Flange See notes for RC Deck
107-Steel Opn Girder/Beam Span 2. Pack rat nests removed and lower flange pressure washed in 2015. Needs to be pressure washed frequently to remove pack rat debris.
1000-Corrosion Generally good paint on girders. Both exterior girders have chalking, peeling paint, freckled pinhole rust, top flange rusting (at concrete interface), some failed topcoat and rust between splice plates. Interior girders look good w/ minor pinhole rusting on lower flange. More corrosion under the joints. Active corrosion occurring at Bents due to previous leaky joints. Rust beginning on most bolts and nuts with some section loss to bolt heads at splice plate locations. Most secondary member connections have rusting at welds. This is a very dark and damp area.
518-Steel Paint Girders repainted in the 80's. Generally good paint on girders throughout.
110-Re Conc Opn Girder/Beam Spans 1 & 3.
1130-Cracking (RC and Other) Mostly fine cracks (under 0.013"). One shear crack at Span 3 Girder 1 that is 0.013".
234-Re Conc Pier Cap Bent 2 & 3. Caps on buried columns/footings.
1080-Delamination/Spall/Patched Area Bent 2 Rt edge of cap.
306-Other Joint Crafco joints at the ends of the bridge.
307-Asphaltic Plug Bent 2 & 3. Good 2016 with minor wear.
2310-Leakage A little damage in 2018. Some minor leakage.
311-Moveable Bearing Bent 2. Cleaned and painted 5/15.
313-Fixed Bearing Bent 3.
1000-Corrosion Minor rust and debris on most bearings at Bent 3. Cleaned and painted 5/15.
330-Metal Bridge Railing Thrie Beam on curb mount posts. Retrofit in 2002. Missing transition posts at Bent 1 lt and Bt 4 rt.
331-Re Conc Bridge Railing Single tube parapet style.
980-Approach Roadway Embank Drains at SW corner of deck open (2016). Some erosion at the SW corner (2018).
990-Miscellaneous Elements Large waterline on bridge.
999-Roadway Impact New approach pavement 2015?
Notes Inspection Notes
Bridge Notes
Detour map added and length changed by Erick Cain 03/30/2011.
Bridge Hydraulics Notes
Maintenance Recommendations As of: 4/7/2020
Priority Crew Wrk Cnd Notes Est.cost Status Rec Date
*Completed items not included on default search
Load Rating
Rating Date : 03/27/2011
Design Load : 5 MS 18 (HS 20)
Operating Load : 53.7 ton
Inventory Rating : 41.4 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 2.97 5 At/Above Legal Loads
No RCDG Int. Girder, span 1 of 3 +M at 0.5L
Type 3S-2
2.74 5 At/Above Legal Loads
No RCDG Int. Girder, span 1 of 3 +M at 0.5L
Type 3-
3.21 5 At/Above Legal Loads
No Steel Ext. Girder, span 2 of 3 +M at 0.5L
SU4 2.49 5 At/Above Legal Loads
No RCDG Int. Girder, span 1 of 3 +M at 0.5L
SU5 2.37 5 At/Above Legal Loads
No RCDG Int. Girder, span 1 of 3 +M at 0.5L
SU6 2.14 5 At/Above Legal Loads
No RCDG Int. Girder, span 1 of 3 +M at 0.5L
SU7 2.02 5 At/Above Legal Loads
No RCDG Int. Girder, span 1 of 3 +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 6 6
Substructure 60 7 7
Temporary Repairs 103
Wearing Surface Thickness 2.00 2.00
Category NBI # Rating Condition Current Condition
Inspection Schedule
Activity Conducted On Frequency Next Inspection
Routine Inspection 05/14/2018 24 05/14/2020
X-Channel 05/24/2016 120 05/01/2026
Snooper 04/15/2010
Fatigue Prone 05/24/2016 72 05/01/2022
JSA 04/15/2010
Oregon Department of Transportation Structure Inventory and Appraisal Report
Suff Rating: 77.4 Bridge NO: 01519A Insp Date: 05/14/2018
(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 Stringer/Girder
(90) Inspection Date 05/14/2018
(5) Inventory Route 131000580 (44) Struct Appr 1 Concrete 02 Stringer/Girder
(91) Inspection Frequency 24
(6) Feature INT SALT CREEK (45) Number Main Spans 1 (92) Critical Feat Insp
(A) Fracture Critical
(B) Underwater Insp
(7) Facility Carried OR 58 (HWY 018) (46) Number Appr Spans 2 (94) Cost of Improvement
(8) Structure Number 01519A018 03825 (47) Horizontal Clearance 32.00 ft (95) Roadway Improvement
(9) Location 032 MI E OAKRIDGE (48) Maximum Span Length 156.00 ft (96) Project Improvement 0
(10) Vert Clearance 99.99 ft (49) Structure Length 230.00 ft (97) Year of Improvement
(11) Mile Post 38.25 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
32.00 ft (101) Parallel Structure N
(16) Latitude 43° 43' 48.63" (52) Deck Width 38.20 ft (102) Direction of Traffic 2
(17) Longitude 122° 25' 10.90" (53) Vert Clear Over Deck
99.99 ft (103) Temporary Structure
(19) Bypass Detour 90.55 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 6
(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 6 (108) Wearing Surface 600
(27) Year Built 1965 (60) SubStructure 7 (109) Truck ADT 43%
(28) Lanes on: 2 / under: 0 (61) Channel 7 (110) Designated National Network
(29) Average Daily Traffic
3100 (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 53.70 ton (113) Scour Critical Bridge 8
(32) Approach Roadway 32.00 ft (65) Inv Rating Method 8 (114) Future ADT 3200
(33) Bridge Median 0 No median (66) Inventory Rating 41.40 ton (115) Year of Future ADT 2037
(34) Skew 35° (67) Structure Condition 6 (116) Vert-Lift Clearance
(35) Structure Flared 0 No flare (68) Deck Geometry 4 (117) Est Maint Cost
(36) Traffic Safety Feature
1000 (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 JOHN ADKINS (183)
(39) Navigation Vert Clear 0.00 ft (72) APPR RDWY Alignment
7 (122) Highway/CO RD 018
(40) Navigation Horz Clear 0.00 ft (125) Embankment Erosion 5
(41) Open Status A
Quality Assurance:
WS Depth 2.00 (52) Deck Width 38.20 ft (70) Posting 5
(28) Lanes on: 2 / under: 0 (53) Vert Clear Over Deck 99.99 ft (71) Waterway Adequacy 8
(32) Approach Roadway 32.00 ft (58) Deck 7 (72) APPR RDWY Alignment 7
(41) Open Status A (59) SuperStructure 6 (95) Roadway Improvement
(43) Struct Main 3 Steel (60) SubStructure 7 (103) Temporary Structure
(44) Struct Appr 1 Concrete (61) Channel 7 (108) Wearing Surface 600
(46) Number Appr Spans 2 (62) Culvert N (113) Scour Critical Bridge 8
(51) Bridge Roadway Width
32.00 ft (125) Embankment Erosion 5
Bridge Clearance Documents: Not Available Bridge Detours Maps: Not Available Bridge Images: IM01519AA0.JPG IM01519AA1.JPG IM01519AA3.JPG IM01519AA4.JPG Job Hazard Assessment: Not Available Cross Channel Documents: XC01519A.pdf Gusset Plate Documents: Not Available Fracture Critical Inspection Documents: Not Available Fatigue Prone Assessment: FP01519A.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
File details come from the government source that posted it. Updated .