FAT_05286.pdf
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- Solicitation number
- 69056723B000010
About this file
This document contains a federal contract opportunity for bridge inspection and maintenance services on a 35.88 mile stretch of highway in Lane County, Oregon. The firm fixed price contract is valued between $15-20 million and will be awarded through a sealed bid process. The Department of Transportation Federal Highway Administration is seeking inspection of multiple bridges along OR DOT 18(1) and OR58, including the Coast Fork Willamette River Bridge, with services to include fatigue inspection, element condition assessments, traffic control planning, and recommended maintenance activities. Submissions are due through the System for Award Management no later than the date specified in the solicitation.
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FP05286(2019).xlsx COVER 1
OWNER: ODOT BRIDGE NO. 05286
DISTRICT: 5 COUNTY: YEAR BUILT: 1950 HIGHWAY: 18
FREQUENCY: 2 years MILEPOINT: 2.46
INSPECTOR (#):
INSPECTOR (#):
QUANTITY UNITS CS 1 CS 2 CS 3 CS 4
900 LF 894 4 2 0
1010 - Cracking 0 LF 0 43608 0 0
1020 - Connection 6 LF 0 4 2 0
340 LF 338 0 2 0
1010 - Cracking 0 LF 0 0 0 0
1020 - Connection 2 LF 0 0 2 0
ELEMENT
113 - Steel Stringer - FATIGUE
152 - Steel Floor Beam - FATIGUE
DRAWING KEY ELEMENT RATING SUMMARY
AGENCY INSPECTED BY: Region 3 - Inspection Team DATE OF INSPECTION: 5/23/2019
Josh Lonie (S0037)
Austin Grimes (ODOT) Fatigue Prone Detail Inspection Procedures: The appropriate fatigue prone detail inspection procedures, as contained in the ODOT Bridge Inspection Manual, Section 11 are categorized by the type of steel superstructure and member type.
NOTE : Bridge members are labeled with increasing mile points and counted from left to right when facing with increasing mile points.
OREGON DEPARTMENT OF TRANSPORTATION
FATIGUE PRONE DETAIL INSPECTION REPORT
(Executive Summary) BRIDGE NAME: Coast Fork Willamette River
Lane STRUCTURE TYPE: Riveted Through Truss
MILE POINTS
FC Members
Non-FC Members
L0 Truss Panel Point
FIX.
EXP.
Fixed Bearings
Expansion Bearings
OAKRIDGEEUGENE
BENT 4 BENT 5
L0 L1 L2 L3 L4 L5 L6 L7 L8
U1 U2
U3 U4 U5 U6 U7
L9
U8
SPAN 4
FP05286(2019).xlsx FPD LOCATIONS 2
CONNECTION DESCRIPTION
SPANS PANEL MEMBER LENGTH TYPE OF CONNECTION CATERGORY STRINGERS
4 L0 - L9 W36X182 W36X230 34.0' Riveted Stringer-Floor Beam
Connection D 1-5
Typical connections are riveted stringer-floor beam connectionns with clip angles and riveted support angle brackets.
MEMBER & LOCATIONS
FATIGUE PRONE DETAIL DESCRIPTION
FATIGUE PRONE DETAIL
FLOOR SYSTEM LOCATIONS
TYPICAL FATIGUE PRONE DETAILS
REPLACED CONNECTORCRACK/CRACK INDICATOR BROKEN OR MISSING CONNECTORARRESTED CRACK
STR-1
STR-2
STR-3
STR-4
STR-5
TRUSS
TRUSS
BE
N
T
BE
N
T
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9
TYPICAL STRINGER FLOORBEAM CONNECTIONS
FP05286(2019).xlsx NOTES 3
DATE ACTION TAKEN PRIORTIY INSTRUCTION/REMARK
5/26/2015 113 - Replace Connector Routine Replace missing/broken rivets at Floor Beam 3 - Stinger 5 & Floor Beam 6 - Stinger 4.
5/26/2015 152 - Replace connector Routine Replace the missing rivets in Floor Beam 9.
INSPECTION NOTES
1. Sharp copes on most of the stringers.
2. There are tack welds in the lateral/sway bracing systems.
ELEMENT REMARKS NOTE: These remarks are intended to be incorporated into the routine inspection report.
113 - Steel Stringer:
1020 - Connections: There is one missing bolt in the bottom clip angle bracket in the connection for Stringer 4 and Floor Beam 3. Stringer 4 has a broken rivet in the connection for Floor Beam 6. There are numerous stringer to floor beam connection where the rivets have been replaced with bolts.
152 - Steel Floor Beam:
MAINTENANCE RECOMMENDATIONS
1020 - Connections: Floor Beam 9 is missing one rivet at each end in the truss to floor beam connection.
FP05286(2019).xlsx SPAN 4 4
SPAN TRUSS QUANITY UNITS CS 1 CS 2 CS 3 CS 4 LEFT - BACK RIGHT - FRONT
113 - Steel Stringer 900 LF 894 4 2 0
1010 - Cracking 0 LF 0 43608 0 0 1020 - Connection 6 LF 0 4 2 0
152 - Steel Floor Beam 340 LF 338 0 2 0 1010 - Cracking 0 LF 0 0 0 0 1020 - Connection 2 LF 0 0 2 0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 19.0 1.0 0.0 0.0
1020 - Connection 1.0 LF 0.0 1.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 19.0 1.0 0.0 0.0
1020 - Connection 1.0 LF 0.0 1.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 19.0 0.0 1.0 0.0
1020 - Connection 1.0 LF 0.0 0.0 1.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 19.0 0.0 1.0 0.0
1020 - Connection 1.0 LF 0.0 0.0 1.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 19.0 1.0 0.0 0.0
1020 - Connection 1.0 LF 0.0 1.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 34.0 0.0 0.0 0.0
113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 19.0 1.0 0.0 0.0
SPAN 4
STRINGER TOTALS
FLOOR BEAM TOTALS
1 OK
152 - Steel Floor Beam
MEMBER LOCATION ELEMENT RATING SUMMARY REMARKS
MEMBER ELEMENT
4 PP 1 STRG 3 OK OK
4 L-R FLBM U88 OK OK
OK
4 PP 1 STRG 2 OK Paint cracks.
4 PP 1 STRG
4 PP 1 STRG 5 OK OK
4 PP 1 STRG 4 OK OK
4 PP 2 STRG 1 OK
4 L-R FLBM U1 OK OK152 - Steel Floor Beam
4 PP 2 STRG 3 OK OK
OK
4 PP 2 STRG 2 Paint indicator in the right clip angle. 3 rivets replaced with bolts.
4 PP 2 STRG 5 OK OK
4 PP 2 STRG 4 OK OK
4 PP 3 STRG 1 OK
4 L-R FLBM U2 OK152 - Steel Floor Beam
4 PP 3 STRG 3 OK OK
4 PP 3 STRG 2 3 rivets replaced with bolts. OK
4 PP 3 STRG 5 OK
4 PP 3 STRG 4 OK
4 PP 4 STRG 1 OK
4 L-R FLBM U3 OK152 - Steel Floor Beam
4 PP 4 STRG 3 Scratch at cope. OK 4 PP 4 STRG 2 OK Top left rivet is loose.
4 PP 4 STRG 5 OK
4 PP 4 STRG 4 OK
4 PP 5 STRG 1 OK
4 L-R FLBM U4 OK152 - Steel Floor Beam
4 PP 5 STRG 3 OK OK
4 PP 5 STRG 2 Paint indicator in the right clip angle. OK
4 PP 5 STRG 5 OK OK
4 PP 5 STRG 4 OK OK
4 PP 6 STRG 1 OK
4 L-R FLBM U5 OK OK152 - Steel Floor Beam
4 PP 6 STRG 3 OK OK
4 PP 6 STRG 2 OK OK
4 PP 6 STRG 5 OK
4 PP 6 STRG 4 OK
4 PP 7 STRG 1 OK
4 L-R FLBM U6 OK152 - Steel Floor Beam
4 PP 7 STRG 3 OK OK
4 PP 7 STRG 2 OK OK
4 PP 7 STRG 5 OK
4 PP 7 STRG 4 OK
4 PP 8 STRG 1 OK
4 L-R FLBM U7 OK152 - Steel Floor Beam
4 PP 8 STRG 3 OK OK
4 PP 8 STRG 2 Paint crack indicator in the right clip angle. 3 rivets replaced with bolts.
152 - Steel Floor Beam
4 PP 8 STRG 4 OK OK
4 PP 8 STRG 5 OK
OK
OK
OK
OK
4 L-R FLBM U8 OK OK
4 PP 9 STRG 1 OK OK
4 PP 9 STRG 2 3 rivets replaced with bolts OK
One missing bolt in the bottom clip angle bracket connection (PHOTO 1).
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Top rivet in the left clip angle is broken
(PHOTO 2).
OK
OK
BC - BOTTOM CHORD MEMBER
TC - TOP CHORD MEMBER
DIAG - DIAGONAL MEMBER
VERT - VERTICAL MEMBER
HORZ - HORIZONTAL MEMBER
FLBM - FLOOR BEAM
FRACTURE CRITICAL MEMBER
FL
O
O R
BE
AM
BA
CK
FR
O
N
STRINGER
STRINGER
STRINGER
STRINGER
FP05286(2019).xlsx SPAN 4 5
SPAN TRUSS QUANITY UNITS CS 1 CS 2 CS 3 CS 4 LEFT - BACK RIGHT - FRONT
MEMBER LOCATION ELEMENT RATING SUMMARY REMARKS
MEMBER ELEMENT
1020 - Connection 1.0 LF 0.0 1.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0 113 - Steel Stringer 20.0 LF 20.0 0.0 0.0 0.0
34.0 LF 32.0 0.0 2.0 0.0
1020 - Connection 2.0 LF 0.0 2.0
STRG
PP 9 STRG 5 OK
4 PP 9
L-R FLBM L9
One missing rivet at the end of the floor beam.
152 - Steel Floor Beam
4 PP 9 STRG
4 OK
One missing rivet at the end of the floor beam.
4 PP 9 STRG 2 3 rivets replaced with bolts.
4 OK
OK
OK
OK OK
FP05286(2019).xlsx PHOTOS 6
TITLE:
DATE:
LOCATION:
FILE NAME:
TITLE:
DATE:
LOCATION:
FILE NAME:
TITLE:
DATE:
LOCATION:
FILE NAME:
INSPECTION PHOTOS
PHOTO 1
Missing Bolt in Stringer 5 at Floor Beam 2
DESPCRIPTION:
Missing bolt in the stringer bottom support clip angle.
PHOTO 2
Broken Rivet in Stringer 4 at Floor Beam 6
DESPCRIPTION:
PHOTO 3
DESPCRIPTION:
MISSING
BROKEN RIVET
FP05286(2019).xlsx RESOURCES 7
1 2 3 4
GOOD FAIR POOR SEVERE
None Freckled Rust. Corrosion of the steel has initiated.
Section loss is evident or pack rust is present but does not warrant structural review.
None
Crack that has self arrested or has been arrested with effective arrest holes, doubling plates, or similar.
Identified crack exists that is not arrested but does not warrant structural review
Connection is in place and functioning as in-tended.
Loose fasteners or pack rust without distortion is present but the connection is in place and functioning as intended.
Missing bolts, rivets, broken welds, fasteners or pack rust with distortion but does not warrant a structural review.
None Distortion not requiring mitigation or mitigated distortion.
Distortion that requires mitigation that has not been addressed but does not warrant structural review.
Not Applicable
The element has impact damage. The specific damage caused by the impact has been captured in condition state 2 under the appropriate material defect entry.
The element has impact damage. The specific damage caused by the impact has been captured in condition state 3 under the appropriate material defect entry.
The element has impact damage. The specific damage caused by the impact has been captured in condition state 4 under the appropriate material defect entry.
ACCESS QTY TIME
PRIMARY 1 4 hours
NOTE/LOCATION
SECONDARY 1 2 hours
NOTE/LOCATION
SPECIAL - -
NOTE/LOCATION
QTY TIME
2 6 hours
2 6 hours
CONDITION STATE DEFINITIONS
CONDITION STATES
DEFECT FLAGS
Corrosion (1000)
The condition warrants a structural review to determine the effect on strength or serviceability of the element or bridge; OR a structural review has been completed and the defects impact strength or serviceability of the element or bridge.
Cracking (1010)
Connection (1020)
Distortion (1900)
TRAFFIC CONTOL RESOURCES NOTES
Damage (7000)
INSPECTION RESOURCES
EQUIPMENT
Under Bridge Inspection Truck (UBIT)
Deploy off the westbound lane.
Man lift/Bucket Truck
Manlift needed to access all parts of the upper truss
None
TRAFFIC CONTROL PLAN
Single lane closure controlled by flaggers. Standard temporary work zone.
Lane Closure
Flaggers
| COVER |
| FPD LOCATIONS |
| NOTES |
| SPAN 4 |
| PHOTOS |
| RESOURCES |
File details come from the government source that posted it. Updated .