FCIR_05286.pdf
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- Solicitation number
- 69056723B000010
About this file
This federal contract opportunity solicitation seeks bids for a bridge construction project. The project involves replacing or repairing bridges along 35.88 miles of OR Route 18 and 0.11 miles of Option Z near Springfield, Oregon. The estimated price range for the work is between $15-20 million. The soliciting agency is the U.S. Department of Transportation Federal Highway Administration. Interested vendors must register with SAM.gov to view the interested vendors list and additional solicitation documents. The deadline to submit bids in response to this firm fixed price, sealed bid solicitation has not been provided.
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FC05286(2019)-TRUSS.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 CS3 CS4
900 LF 563 49 51 0
360 50 101 179 50 0
340 LF 10 286 44 0
2 EA 0 0 2 0
2 EA 0 2 0 1
43470 SQFT 0 41555 1915 0
Fracture Critical Bridge Inspection Procedures: The appropriate FC Bridge Inspection Procedures, as contained in the ODOT Bridge Inspection Manual, Section 11 are categorized by the type of steel superstructure and member type.
DRAWING KEY ELEMENT RATING SUMMARY
NOTE : Bridge members are labeled with increasing mile points and counted from left to right when facing with increasing mile points.
390 - Paint System
313 - Fixed Bearings
152 - Steel Floor Beam
120 - Steel Truss
ELEMENT
113 - Steel Stringer
311 - Mov. Bearings
OREGON DEPARTMENT OF TRANSPORTATION
FRACTURE CRITICAL INSPECTION REPORT
(Executive Summary)
Josh Lonie (S0037)
Austin Grimes (ODOT)
BRIDGE NAME:
DATE OF INSPECTION: 5/23/2019
STRUCTURE TYPE:
AGENCY INSPECTED BY:
Coast Fork Willamette River Lane Riveted Through Truss Region 3 - Inspection Team
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
FC05286(2019)-TRUSS.xlsx RATING 2
SPAN LENGTH SECTION TYPE
4 BC L0L1 20'-0" Built-Up
4 BC L1L2 20'-0" Built-Up
4 BC L2L3 20'-0" Built-Up
Austin Grimes
(ODOT)
L3L4 20'-0" Built-Up
4 BC L4L5 20'-0" Built-Up
4 BC L5L6 20'-0" Built-Up
4 BC L6L7 20'-0" Built-Up
4 BC L7L8 20'-0" Built-Up
4 BC L8L9 20'-0" Built-Up
4 VERT L1U1 23'-0" Rolled
4 DIAG U1L2 35'-0" Rolled
4 DIAG U2L3 35'-0" Rolled
4 DIAG U3L4 23'-0" Rolled
4 DIAG L4U5 30'-6" Rolled
4 DIAG U4L5 35'-9" Rolled
4 DIAG L5U6 40'-4" Rolled
4 DIAG L6U7 39'-2" Rolled
4 DIAG L7U8 40'-4" Rolled
4 VERT L7U7 40'-4" Rolled
4 FL-BM L0 & L9 29'-0" Rolled
4 FL-BM L1-L8 29'-0" Rolled
QUANTITY UNITS 50 CS 2 CS 3 CS 4
900 LF 563 334 3 0
331 LF 0 330 1 0
0 LF 0 0 0 0
6 LF 0 4 0 0
0 LF 543 0 0 469
0 LF 0 0 0 31
4852 SF 34 4562 355 31
360 LF 101 179 80 0
257 LF 0 177 80 0
0 LF 0 0 0 0
0 LF 0 0 0 0
0 LF 0 0 0 265
0 LF 0 2 49 51
22349 SF 50 20957 354 50
340 LF 10 286 44 0
327 LF 0 285 42 0
0 LF 0 0 0 0
2 LF 0 0 2 0
0 LF 0 0 0 493
W36X182
1010 - Cracking Defect Flag
1020 - Connection Defect Flag
1900 - Distortion Defect Flag
1000 - Corrosion Defect Flag
1900 - Distortion Defect Flag
7000 - Damage Defect Flag
518 - Paint System
120 - Steel Truss
1000 - Corrosion Defect Flag
1010 - Cracking Defect Flag
1020 - Connection Defect Flag
1900 - Distortion Defect Flag
7000 - Damage Defect Flag
518 - Paint System
152 - Steel Floor Beam
1020 - Connection Defect Flag
W36X230
ELEMENT RATING SUMMARY
ELEMENT
113 - Steel Stringer
1000 - Corrosion Defect Flag
1010 - Cracking Defect Flag
W10X33
FRACTURE CRITICAL MEMBER SUMMARY
MEMBER LOCATION MEMBER DESCRIPTION
MEMBER MEMBER MAKE-UP (STEEL GRADE)
W10X49
W10X33
W10X33
W10X49
W10X49
W10X19
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
W10X33
W10X49
W10X49
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
] [ - 2 - C15X33.9, w/ 5/16X12 Batten Plates
FC05286(2019)-TRUSS.xlsx RATING 3
1 LF 0 1 0 30
3245 SF 34 2648 597 30
2 EA 0 0 2 0
2 EA 0 0 2 0
0 EA 0 0 0 0
2 EA 0 0 0 0
0 EA 335 0 0 271
0 EA 0 0 78 21
0 EA 0 0 0 20
32 SF 0 16 16 0
2 EA 0 2 0 1
2 EA 0 2 0 0
0 EA 0 0 0 0
0 EA 0 0 0 523
0 EA 0 0 0 31
0 EA 34 0 0 31
0 EA 0 0 0 0
48 SF 0 36 12 0
43470 SQFT 0 39506 1915 0
7000 - Damage Defect Flag
518 - Paint System
390 - Paint System Element
518 - Paint System
313 - Fixed Bearing
1000 - Corrosion Defect Flag
1020 - Connection Defect Flag
2210 - Movement Defect Flag
2220 - Alignment Defect Flag
1000 - Corrosion Defect Flag
1020 - Connection Defect Flag
2210 - Movement Defect Flag
2240 - Loss of Bearing Area
7000 - Damage Defect Flag
7000 - Damage Defect Flag
2220 - Alignment Defect Flag
2240 - Loss of Bearing Area
518 - Paint System
311 - Movable Bearing
FC05286(2019)-TRUSS.xlsx NOTES 40
DATE ACTION TAKEN PRIORTIY INSTRUCTION/REMARK
5/26/2015 113 - Replace Connectors Routine Replace the broken rivets in the stringer connections at Floor Beams 3 and 6.
5/26/2015 152 - Replace Connectors Routine Replace the missing rivets in Floor Beam 9.
311 - Movable Bearings:
2210 - Movement: The active corrosion and the painted over pitting appear to be affecting the movement of the bearing.
1020 - Connection: 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.
313 - Fixed Bearings:
1000 - Corrosion: Areas of minor surface corrosion and painted over pitting on the fixed bearings.
7000 - Damage: There is a 2" steel delamination in the bottom flange of Floor Beam 8 under Stringer 3.
INSPECTION NOTES
1000 - Corrosion: Minor painted over section loss in the bottom chord as some of the batten plate connections. Minor freckle and edge rust on most of the truss members. A small amount of pack rust is developing at the connections and batten plates, particularly in the bottom chord.
120 - Steel Truss:
1000 - Corrosion: Minor rust along the top flanges. A number of the floor beams have minor painted over pitting in the top and bottom flanges.
152 - Steel Floor Beam:
518 - Steel Paint: Truss was spot painted in 2002. Most of the paint is chalking and discolored. There are some areas that the paint system has failed with active corrosion initiated. This is the typical condition of the paint throughout the steel members.
7000 -Damage: Small ding from a high load impact in the Bent 5 portal. Small ding in the bottom flange of top chord member U8L9 right 10-feet from deck.
4. The upper cross bracing at panel point 4 and 5 have extra drill holes in the diagonal connections.
MAINTENANCE RECOMMENDATIONS
ELEMENT REMARKS NOTE: These remarks are intended to be incorporated into the routine inspection report.
1. Some minor pitting the lateral cross and sway bracing systems.
2. There is a small ding in the Bent 5 portal frame over the westbound lane.
3. There are 3.5" flame cut notches in the tops of the vertical truss members, most likely from construction.
5. The truss has a large amount of moss and lichen growth throughout.
113 - Steel Stringer:
1000 - Corrosion: The stringers have a small amount of top flange corrosion.
1020 - Connection: There is a missing rivet in the L9 connections at each end of the floor beam.
FC05286(2019)-TRUSS.xlsx S4-TRUSS 41
SPAN SIDE QTY UNITS CS 1 CS 2 CS 3 CS 4 REMARKS
360.0 LF 101.0 179.0 80.0 0.0
1000 - Corrosion 257.0 LF 0.0 177.0 80.0 0.0 1010 - Cracking 0.0 LF 0.0 0.0 0.0 0.0 1020 - Connection 0.0 LF 0.0 0.0 0.0 0.0 1900 - Distortion 0.0 LF 0.0 0.0 0.0 0.0 7000 - Damage 0.0 LF 0.0 2.0 0.0 0.0
22349 SF 1038 20957 354 0
2801 SF 491 2235 75 0
985 SF 35 900 50 0
5759 SF 512 5225 22 0
180.0 LF 42.0 86.0 52.0 0.0
1000 - Corrosion 137.0 LF 0.0 85.0 52.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0 0.0 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0 0.0
7000 - Damage 1.0 LF 0.0 1.0 0.0 0.0
6402 SF 0 6243 159 0
20.0 LF 10.0 9.0 1.0 0.0
1000 - Corrosion 10.0 LF 0.0 9.0 1.0 0.0 1010 - Cracking 0.0 LF 0.0 0.0 1020 - Connection 0.0 LF 0.0 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
596 SF 0 571 25 0
20.0 LF 17.0 3.0 0.0 0.0
1000 - Corrosion 3.0 LF 0.0 3.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 156 3 0
32.0 LF 15.0 5.0 0.0 0.0
1000 - Corrosion 5.0 LF 0.0 5.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
332 SF 0 327 5 0
25.0 LF 9.0 15.0 1.0 0.0
1000 - Corrosion 16.0 LF 0.0 15.0 1.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
105 SF 0 88 17 0
20.0 LF 0.0 18.0 2.0 0.0
SPAN 4 - TRUSS
SECONDARY PAINT RATINGS
LEFT TRUSS
Minor active corrosion near L0. Peeling paint bubbles and intial corrosion in a few spots throughout member.
Initial freckle and edge rust. Painted over initial pitting near L1.
120 - Steel Truss
518 - Paint System 120 - Steel Truss
4 LT VERT L1U1
120 - Steel Truss
518 - Paint System
4 LT PP 1
4 LT TC L0U1
4 LT
518 - Paint System
120 - Steel Truss
518 - Paint System
BC L0L1
Initial edge/freckle rust near the rail.
120 - Steel Truss
518 - Paint System
MEMBER LOCATION ELEMENT RATING SUMMARY
MEMBER ELEMENT
120 - Steel Truss
518 - Paint System
518 - Paint System
TRUSS TOTALS
TOP LATERAL BRACES
BOTTOM LATERAL BRACES
CROSS FRAMES & PORTALS
518 - Paint System 518 - Paint System
LEFT TRUSS TOTALS
120 - Steel Truss
BC - BOTTOM CHORD
TC - TOP CHORD
DIAG - DIAGONAL
VERT - VERTICAL
HORZ - HORIZONTAL
FLBM - FLOOR BEAM
STRG - STRINGER
GIRD - GIRDER
FRACTURE CRITICAL MEMBER
FC05286(2019)-TRUSS.xlsx S4-TRUSS 42
SPAN 4 - TRUSS
MEMBER LOCATION ELEMENT RATING SUMMARY
MEMBER ELEMENT
1000 - Corrosion 20.0 LF 0.0 18.0 2.0 0.0 1010 - Cracking 0.0 LF 0.0 0.0 1020 - Connection 0.0 LF 0.0 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 1.0 LF 0.0 1.0
721 SF 0 698 23 0
20.0 LF 15.0 4.0 1.0 0.0
1000 - Corrosion 5.0 LF 0.0 4.0 1.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 155 4 0
32.0 LF 19.0 12.0 1.0 0.0
1000 - Corrosion 13.0 LF 0.0 12.0 1.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
156 SF 0 142 14 0
31.0 LF 27.0 4.0 0.0 0.0
1000 - Corrosion 4.0 LF 0.0 4.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
190 SF 0 186 4 0
21.0 LF 20.0 1.0 0.0 0.0
1000 - Corrosion 1.0 LF 0.0 1.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
216 SF 0 215 1 0
20.0 LF 0.0 8.0 12.0 0.0
1000 - Corrosion 20.0 LF 0.0 8.0 12.0 0.0 1010 - Cracking 0.0 LF 0.0 0.0 1020 - Connection 0.0 LF 0.0 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
758 SF 0 742 16 0
20.0 LF 5.0 3.0 12.0 0.0
1000 - Corrosion 15.0 LF 0.0 3.0 12.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
120 - Steel Truss
Minor pitting in the L2 connection. Initial edge and freckle rust in the lower half of the member.
Some initial freckle rust and corrosion throughout. Painted over initial pitting at L1.
Initial corrosion in the middle of the member.
Small areas of peeling paint with active corrosion near the rail level.
Corrosion with painted over initial section loss at the batten plate connections (PHOTO 1).
120 - Steel Truss
518 - Paint System 120 - Steel Truss
518 - Paint System
4 LT TC U1U2
4 LT VERT L2U2
4 LT BC L2L3
4 LT PP 3
120 - Steel Truss
BC L1L2
518 - Paint System
4 LT PP 2
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
4 LT DIAG U1L2
4 LT
FC05286(2019)-TRUSS.xlsx S4-TRUSS 43
SPAN 4 - TRUSS
159 SF 0 156 3 0
37.0 LF 27.0 10.0 0.0 0.0
1000 - Corrosion 10.0 LF 0.0 10.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
180 SF 0 174 6 0
518 - Paint System
120 - Steel Truss
Initial edge and freckle rust in the lower half of the member.
4 LT DIAG U2L3
FC05286(2019)-TRUSS.xlsx S4-TRUSS 44
SPAN 4 - TRUSS
34.0 LF 26.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
209 SF 0 203 6 0
20.0 LF 19.0 1.0 0.0 0.0
1000 - Corrosion 1.0 LF 0.0 1.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
210 SF 0 209 1 0
20.0 LF 2.0 10.0 8.0 0.0
1000 - Corrosion 18.0 LF 0.0 10.0 8.0 0.0 1010 - Cracking 0.0 LF 0.0 0.0 1020 - Connection 0.0 LF 0.0 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
774 SF 0 754 20 0
20.0 LF 10.0 2.0 8.0 0.0
1000 - Corrosion 10.0 LF 0.0 2.0 8.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 157 2 0
39.0 LF 31.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
192 SF 0 182 10 0
35.0 LF 28.0 7.0 0.0 0.0
1000 - Corrosion 7.0 LF 0.0 7.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
215 SF 0 208 7 0
20.0 LF 19.0 1.0 0.0 0.0
1000 - Corrosion 1.0 LF 0.0 1.0 0.0
1010 - Cracking 0.0 LF 0.0
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
Small areas of peeling paint with active corrosion near the rail level.
Initial edge corrosion.
Corrosion with painted over initial section loss at the batten plate connections. Some sections of peeling paitn near batten plates.
Small areas of peeling paint with active corrosion near the rail level to the middle of the member.
Numerous small peeling paint bubbles. The lower half has minor edge and freckle rust.
120 - Steel Truss
518 - Paint System
120 - Steel Truss
4 LT BC L3L4
4 LT VERT L4U4
4 LT DIAG U3L4
4 LT VERT L3U3
4 LT PP 4
4 LT TC U2U3
FC05286(2019)-TRUSS.xlsx S4-TRUSS 45
SPAN 4 - TRUSS
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
208 SF 0 207 1 0
20.0 LF 0.0 13.0 7.0 0.0
1000 - Corrosion 20.0 LF 0.0 13.0 7.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
919 SF 0 892 27 0
20.0 LF 10.0 5.0 5.0 0.0
1000 - Corrosion 10.0 LF 0.0 5.0 5.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 154 5 0
40.0 LF 32.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
169 SF 0 161 8 0
40.0 LF 31.0 8.0 1.0 0.0
1000 - Corrosion 9.0 LF 0.0 8.0 1.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
169 SF 0 161 8 0
35.0 LF 29.0 4.0 2.0 0.0
1000 - Corrosion 6.0 LF 0.0 4.0 2.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
215 SF 0 209 6 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
518 - Paint System
Some active corrosion at the L4 connection.
The lower half has minor edge and freckle rust.
OK
Initial corrosion in the middle of the member.
Small areas of peeling paint with active corrosion and section loss near the rail level.
Corrosion with painted over initial section loss at the batten plate connections. Painted over
1/16" deep pitting at the member end connections.
Minor pitting near the rail. The lower half has minor edge and freckle rust.
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
4 LT TC U4U5
4 LT BC L4L5
4 LT PP 5
4 LT DIAG U4L5
4 LT DIAG L4U5
4 LT TC U3U4
4 LT VERT L5U5
FC05286(2019)-TRUSS.xlsx S4-TRUSS 46
SPAN 4 - TRUSS
207 SF 0 207 0 0
20.0 LF 8.0 7.0 5.0 0.0
1000 - Corrosion 12.0 LF 0.0 7.0 5.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
768 SF 0 764 4 0
20.0 LF 15.0 0.0 5.0 0.0
1000 - Corrosion 5.0 LF 0.0 5.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
39.0 LF 33.0 6.0 0.0 0.0
1000 - Corrosion 6.0 LF 0.0 6.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
192 SF 0 190 2 0
34.0 LF 32.0 2.0 0.0 0.0
1000 - Corrosion 2.0 LF 0.0 2.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
209 SF 0 207 2 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
208 SF 0 208 0 0
20.0 LF 7.0 8.0 5.0 0.0
1000 - Corrosion 12.0 LF 0.0 7.0 5.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 1.0 LF 0.0 1.0 0.0 0.0
739 SF 0 724 15 0
20.0 LF 15.0 1.0 4.0 0.0
1000 - Corrosion 4.0 LF 0.0 4.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
120 - Steel Truss
518 - Paint System
518 - Paint System
120 - Steel Truss
Freckle rust on the lower half of member with some sections of peeling paint.
Initial corrosion with initial section loss at the batten plate connections and at L6. The paint is peeling in some spots.
OK
Painted over corrosion with initial section loss at the batten plate connections. Some active corrosion at L6. 1/2" diameter drill hole in the
Initial corrosion and peeling sections of paint near the rail.
120 - Steel Truss
518 - Paint System
120 - Steel Truss
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
4 LT TC U5U6
4 LT BC L6L7
4 LT PP 7
4 LT PP 6
4 LT DIAG L5U6
4 LT BC L5L6
4 LT VERT L6U6
FC05286(2019)-TRUSS.xlsx S4-TRUSS 47
SPAN 4 - TRUSS
7000 - Damage 1.0 LF 0.0 1.0
159 SF 0 155 4 0
37.0 LF 31.0 6.0 0.0 0.0
1000 - Corrosion 6.0 LF 0.0 6.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
180 SF 0 174 6 0
31.0 LF 24.0 5.0 2.0 0.0
1000 - Corrosion 7.0 LF 0.0 5.0 2.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
190 SF 0 187 3 0
20.0 LF 18.0 2.0 0.0 0.0
1000 - Corrosion 2.0 LF 0.0 2.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
210 SF 0 208 2 0
20.0 LF 8.0 8.0 4.0 0.0
1000 - Corrosion 12.0 LF 0.0 8.0 4.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
636 SF 0 617 19 0
20.0 LF 16.0 3.0 1.0 0.0
1000 - Corrosion 4.0 LF 0.0 3.0 1.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 156 3 0
32.0 LF 27.0 5.0 0.0 0.0
1000 - Corrosion 5.0 LF 0.0 5.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
156 SF 0 151 5 0
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
Areas of initial freckle rust near the rail level.
Painted over initial pitting near the rail.
Initial edge and freckle rust in the lower half of the member.
Initial corrosion on the exterior face.
Initial edge and freckle rust in the lower half of the member.
Painted over initial pitting in the channel flange at the bottom plate for connection L8.
Freckle rust in the webs.
corrosion at L6. 1/2 diameter drill hole in the outside channel at L7.
120 - Steel Truss
518 - Paint System
4 LT DIAG L7U8
4 LT BC L7L8
4 LT VERT L7U7
4 LT DIAG L6U7
4 LT PP 8
4 LT TC U6U7
FC05286(2019)-TRUSS.xlsx S4-TRUSS 48
SPAN 4 - TRUSS
25.0 LF 12.0 10.0 3.0 0.0
1000 - Corrosion 13.0 LF 0.0 10.0 3.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
105 SF 0 95 10 0
21.0 LF 20.0 1.0 0.0 0.0
1000 - Corrosion 1.0 LF 0.0 1.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
216 SF 0 215 1 0
20.0 LF 7.0 5.0 8.0 0.0
1000 - Corrosion 13.0 LF 0.0 5.0 8.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
491 SF 0 481 10 0
20.0 LF 12.0 0.0 8.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 156 3 0
32.0 LF 21.0 10.0 1.0 0.0
1000 - Corrosion 11.0 LF 0.0 10.0 1.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
332 SF 0 325 7 0
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
518 - Paint System
120 - Steel Truss
Initial corrosion in the middle of the member.
Minor painted over pitting in the middle of the member. Initial freckle rust throughout.
Small section of peeled off paint near bottom.
120 - Steel Truss
518 - Paint System
Painted over initial pitting at the plaque. Areas of initial freckle rust near the rail level.
Initial corrosion with some painted over initial section loss at the batten plate connections.
Freckle rust on the bottom flange.
4 LT TC U7U8
4 LT VERT L8U8
4 LT TC U8L9
4 LT PP 9
4 LT BC L8L9
FC05286(2019)-TRUSS.xlsx S4-TRUSS 49
SPAN 4 - TRUSS
180.0 LF 59.0 93.0 28.0 0.0
1000 - Corrosion 120.0 LF 0.0 92.0 28.0 0.0
1010 - Cracking 0.0 LF 0.0 0.0 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0 0.0 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0 0.0
7000 - Damage 1.0 LF 0.0 1.0 0.0 0.0
6402.0 SF 0.0 6354.0 48.0 0.0
20.0 LF 7.0 13.0 0.0 0.0
1000 - Corrosion 13.0 LF 0.0 13.0 0.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
596 SF 0 592 4 0
20.0 LF 16.0 4.0 0.0 0.0
1000 - Corrosion 4.0 LF 0.0 4.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 155 4 0
32.0 LF 24.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
332 SF 0 332 0 0
25.0 LF 17.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
105 SF 0 105 0 0
20.0 LF 12.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0 0.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
721 SF 0 715 6 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.04 RT BC L1L2
120 - Steel Truss
Some small sections of peeling paint. Initial corrosion at the battens.
4 RT VERT L1U1
120 - Steel Truss
518 - Paint System
4 RT PP 2
120 - Steel Truss
518 - Paint System
Initial edge and freckle rust near the rail.
Initial edge and freckle rust in the lower half of the member.
4 RT BC L0L1
120 - Steel Truss
518 - Paint System
4 RT TC L0U1
120 - Steel Truss
518 - Paint System
Initial corrosion at the battens.
RIGHT TRUSS TOTALS
120 - Steel Truss
518 - Paint System
4 RT PP 1
120 - Steel Truss
RIGHT TRUSS
FC05286(2019)-TRUSS.xlsx S4-TRUSS 50
SPAN 4 - TRUSS
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
32.0 LF 24.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
156 SF 0 150 6 0
31.0 LF 31.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
190 SF 0 190 0 0
21.0 LF 21.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
216 SF 0 216 0 0
20.0 LF 13.0 7.0 0.0 0.0
1000 - Corrosion 7.0 LF 0.0 7.0 0.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
758 SF 0 748 10 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
37.0 LF 31.0 6.0 0.0 0.0
1000 - Corrosion 6.0 LF 0.0 6.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
180 SF 0 180 0 0
4 RT DIAG U2L3
120 - Steel Truss
518 - Paint System
Freckle rust in a few areas.
Initial edge and freckle rust in the lower half of the member.
4 RT PP 3
120 - Steel Truss
518 - Paint System
4 RT BC L2L3
120 - Steel Truss
518 - Paint System
OK
4 RT VERT L2U2
120 - Steel Truss
518 - Paint System
4 RT TC U1U2
120 - Steel Truss
518 - Paint System
Initial edge and freckle rust in the lower half of the member.
Initial edge and freckle rust near the rail.
518 - Paint System
4 RT DIAG U1L2
corrosion at the battens.
FC05286(2019)-TRUSS.xlsx S4-TRUSS 51
SPAN 4 - TRUSS
34.0 LF 26.0 8.0 0.0 0.0
1000 - Corrosion 8.0 LF 0.0 8.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
209 SF 0 205 4 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
210 SF 0 204 6 0
20.0 LF 4.0 10.0 6.0 0.0
1000 - Corrosion 16.0 LF 0.0 10.0 6.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
774 SF 0 766 8 0
20.0 LF 14.0 0.0 6.0 0.0
1000 - Corrosion 6.0 LF 0.0 6.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
4 RT BC L3L4
120 - Steel Truss
518 - Paint System
Painted over initial pitting in the channel flanges at the bottom plate at L4. Batten plates have painted over pitting along the channel.
4 RT TC U2U3
120 - Steel Truss
518 - Paint System
4 RT PP 4
120 - Steel Truss
518 - Paint System
Peeling paint with minor surface corrosion near the rail. Initial corrosion the interior web.
Peeling paint inside the member.
4 RT VERT L3U3
FC05286(2019)-TRUSS.xlsx S4-TRUSS 52
SPAN 4 - TRUSS
39.0 LF 29.0 10.0 0.0 0.0
1000 - Corrosion 10.0 LF 0.0 10.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
192 SF 0 192 0 0
35.0 LF 35.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
215 SF 0 215 0 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
208 SF 0 200 8 0
20.0 LF 0.0 14.0 6.0 0.0
1000 - Corrosion 20.0 LF 0.0 14.0 6.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
919 SF 0 918 1 0
20.0 LF 14.0 0.0 6.0 0.0
1000 - Corrosion 6.0 LF 0.0 6.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
40.0 LF 30.0 10.0 0.0 0.0
1000 - Corrosion 10.0 LF 0.0 10.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
169 SF 0 169 0 0
40.0 LF 28.0 12.0 0.0 0.0
1000 - Corrosion 12.0 LF 0.0 12.0
1010 - Cracking 0.0 LF 0.0 I iti l d d f kl t i th l h lf
4 RT DIAG L4U5
518 - Paint System
120 - Steel Truss
Corrosion with initial section loss at the batten plate connections. 1/16" - 1/8" deep painted over pitting at the L5 connection.
Initial edge and freckle rust in the lower half of the member. Section loss near the rail.
4 RT PP 5
120 - Steel Truss
518 - Paint System
4 RT BC L4L5
120 - Steel Truss
518 - Paint System
Freckle rust on the exterior face. Peeling paint inside the member.
4 RT VERT L4U4
120 - Steel Truss
518 - Paint System
4 RT TC U3U4
120 - Steel Truss
518 - Paint System
Initial edge and freckle rust throughout the member.
Initial corrosion near rail.
4 RT DIAG U3L4
FC05286(2019)-TRUSS.xlsx S4-TRUSS 53
SPAN 4 - TRUSS
7000 - Damage 0.0 LF 0.0
169 SF 0 169 0 0
35.0 LF 33.0 2.0 0.0 0.0
1000 - Corrosion 2.0 LF 0.0 2.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
215 SF 0 214 1 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
207 SF 0 207 0 0
20.0 LF 11.0 6.0 3.0 0.0
1000 - Corrosion 9.0 LF 0.0 6.0 3.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
768 SF 0 766 2 0
20.0 LF 17.0 0.0 3.0 0.0
1000 - Corrosion 3.0 LF 0.0 3.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 158 1 0
39.0 LF 34.0 5.0 0.0 0.0
1000 - Corrosion 5.0 LF 0.0 5.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
192 SF 0 192 0 0
34.0 LF 32.0 2.0 0.0 0.0
1000 - Corrosion 2.0 LF 0.0 2.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
Peeling paint with minor surface corrosion near the rail.
4 RT DIAG L5U6
120 - Steel Truss
518 - Paint System
4 RT VERT L6U6
120 - Steel Truss
Corrosion with initial section loss at the batten plate connections. 1/16" - 1/8" deep painted over pitting at the L6 connection. Small section of peeling paint.
Initial edge and freckle rust in the lower half of the member.
4 RT PP 6
120 - Steel Truss
518 - Paint System
4 RT BC L5L6
120 - Steel Truss
518 - Paint System
OK
4 RT VERT L5U5
120 - Steel Truss
518 - Paint System
4 RT TC U4U5
120 - Steel Truss
518 - Paint System
Initial edge and freckle rust in the lower half of the member.
Peeling paint with minor surface corrosion near the rail. Freckle rust in the lower half of the member.
4 RT DIAG U4L5
FC05286(2019)-TRUSS.xlsx S4-TRUSS 54
SPAN 4 - TRUSS
209 SF 0 208 1 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
208 SF 0 208 0 0
20.0 LF 10.0 5.0 5.0 0.0
1000 - Corrosion 10.0 LF 0.0 5.0 5.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
739 SF 0 739 0 0
20.0 LF 15.0 0.0 5.0 0.0
1000 - Corrosion 5.0 LF 0.0 5.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
4 RT BC L6L7
120 - Steel Truss
518 - Paint System
Painted over initial pitting in the batten plates along the bottom chord channels. Painted over initial pitting in the channels at the batten plates. Freckle rust in the web.
4 RT TC U5U6
120 - Steel Truss
518 - Paint System
4 RT PP 7
Initial edge corrosion near the middle of the member.
FC05286(2019)-TRUSS.xlsx S4-TRUSS 55
SPAN 4 - TRUSS
37.0 LF 33.0 4.0 0.0 0.0
1000 - Corrosion 4.0 LF 0.0 4.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
180 SF 0 180 0 0
31.0 LF 25.0 6.0 0.0 0.0
1000 - Corrosion 6.0 LF 0.0 6.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
190 SF 0 190 0 0
20.0 LF 20.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
210 SF 0 210 0 0
20.0 LF 2.0 13.0 5.0 0.0
1000 - Corrosion 18.0 LF 0.0 13.0 5.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 0.0 LF 0.0
636 SF 0 619 17 0
20.0 LF 16.0 0.0 4.0 0.0
1000 - Corrosion 4.0 LF 0.0 4.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
32.0 LF 20.0 12.0 0.0 0.0
1000 - Corrosion 12.0 LF 0.0 12.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
156 SF 0 144 12 0
25.0 LF 16.0 8.0 1.0 0.0
1000 - Corrosion 9.0 LF 0.0 8.0 1.0
1010 - Cracking 0.0 LF 0.0 Initial edge and freckle rust in the lower half
4 RT DIAG L7U8
518 - Paint System
120 - Steel Truss
Painted over pitting up to 1/8" deep along the inside channel flange. The batten plates have painted over pitting up to 1/16" deep along channels.
Initial edge and freckle rust in the lower half of the member.
4 RT PP 8
120 - Steel Truss
518 - Paint System
4 RT BC L7L8
120 - Steel Truss
518 - Paint System
Initial corrosion on the top exterior edge.
4 RT VERT L7U7
120 - Steel Truss
518 - Paint System
4 RT TC U6U7
120 - Steel Truss
518 - Paint System
Initial edge and freckle rust in the lower half of the member.
Initial edge and freckle rust near the rail.
4 RT DIAG L6U7
FC05286(2019)-TRUSS.xlsx S4-TRUSS 56
SPAN 4 - TRUSS
7000 - Damage 0.0 LF 0.0
105 SF 0 100 5 0
21.0 LF 21.0 0.0 0.0 0.0
1000 - Corrosion 0.0 LF 0.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
216 SF 0 216 0 0
20.0 LF 0.0 17.0 3.0 0.0
1000 - Corrosion 19.0 LF 0.0 16.0 3.0 0.0 1010 - Cracking 0.0 LF 0.0 1020 - Connection 0.0 LF 0.0 1900 - Distortion 0.0 LF 0.0 7000 - Damage 1.0 LF 0.0 1.0 0.0 0.0
491 SF 0 491 0 0
20.0 LF 5.0 12.0 3.0 0.0
1000 - Corrosion 15.0 LF 0.0 12.0 3.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
159 SF 0 159 0 0
32.0 LF 27.0 5.0 0.0 0.0
1000 - Corrosion 4.0 LF 0.0 4.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 1.0 LF 0.0 1.0
332 SF 0 332 0 0
Minor surface corrosion near the rail. Small ding in the bottom flange 10-feet from deck.
4 RT BC L8L9
120 - Steel Truss
518 - Paint System
4 RT TC U8L9
120 - Steel Truss
518 - Paint System
Painted over initial pitting in the batten plates along the bottom chord channels. Minor crevice corrosion in the batten plates.
4 RT TC U7U8
120 - Steel Truss
518 - Paint System
4 RT PP 9
of the member. Painted over initial pitting at the bottom in the web.
Initial corrosion on the top exterior edge.
4 RT VERT L8U8
FC05286(2019)-TRUSS.xlsx S4-FLOOR 57
900 LF 563 334 3 0
1000 - Corrosion 331 LF 0 330 1 0
1010 - Cracking 0 LF 0 0 0 0
1020 - Connection 6 LF 0 4 2 0
1900 - Distortion 0 LF 0 0 0 0
7000 - Damage 0 LF 0 0 0 0
4852 SF 0 4562 355 0
340 LF 10 286 44 0
1000 - Corrosion 327 LF 0 285 42 0
1010 - Cracking 0 LF 0 0 0 0
1020 - Connection 2 LF 0 0 2 0
1900 - Distortion 0 LF 0 0 0 0
7000 - Damage 1 LF 0 1 0 0
3245 SF 0 2648 597 0
152 - Stl. Floor Beam 34.0 LF 0.0 32.0 2.0 0.0
1000 - Corrosion 34.0 LF 0.0 32.0 2.0
1010 - Cracking 0.0 LF 0.0 0.0
1020 - Connection 0.0 LF 0.0 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0 0.0
300 SF 0 232 68 0
113 - Steel Stringer 100.0 LF 50.0 50.0 0.0 0.0
1000 - Corrosion 50.0 LF 0.0 50.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0 0.0
543 SF 0 469 74 0
152 - Stl. Floor Beam 34.0 LF 0.0 31.0 3.0 0.0
1000 - Corrosion 34.0 LF 0.0 31.0 3.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0 0.0
335 SF 0 265 70 0
113 - Steel Stringer 100.0 LF 49.0 51.0 0.0 0.0
1000 - Corrosion 50.0 LF 0.0 50.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 1.0 LF 0.0 1.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
543 SF 0 493 50 0
152 - Stl. Floor Beam 34.0 LF 0.0 30.0 4.0 0.0
1000 - Corrosion 34.0 LF 0.0 30.0 4.0
4 L-R FLBM L0
Edge rust in the top flange. Freckle rust throughout. Some areas of pitting at the ends.
Peeling paint and intial corrosion along the bottom flange.
4 L-R FLBM L1
Edge rust along the top flange. Painted over pitting near the right end of the floor beam.
518 - Paint System
518 - Paint System
4 P1 STRG 1-5 Edge rust along the top flanges.
4 P2 STRG 1-5
Three rivets replaced with bolts in Stringer 2 at Floor Beam 1. Edge rust along some of the top flanges.
518 - Paint System
113 - Steel Stringer
STRINGER TOTALS
518 - Paint System
MEMBER LOCATION ELEMENT RATING SUMMARY
MEMBER ELEMENT
SPAN 4 - FLOOR SYSTEM
FLOOR BEAM TOTALS
152 - Stl. Floor Beam
FC05286(2019)-TRUSS.xlsx S4-FLOOR 58
SPAN 4 - FLOOR SYSTEM
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0 0.0
335 SF 0 271 64 0
113 - Steel Stringer 100.0 LF 78.0 21.0 1.0 0.0
1000 - Corrosion 20.0 LF 0.0 20.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 2.0 LF 0.0 1.0 1.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0
543 SF 0 523 20 0
152 - Stl. Floor Beam 34.0 LF 0.0 31.0 3.0 0.0
1000 - Corrosion 34.0 LF 0.0 31.0 3.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 19.0
335 SF 0 255 80 0
113 - Steel Stringer 100.0 LF 65.0 35.0 0.0 0.0
1000 - Corrosion 35.0 LF 0.0 35.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
508 SF -50 523 35 0
152 - Stl. Floor Beam 34.0 LF 3.0 30.0 1.0 0.0
1000 - Corrosion 31.0 LF 0.0 30.0 1.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 1.0 LF 20.0 1.0
335 SF 0 275 60 0
113 - Steel Stringer 100.0 LF 75.0 25.0 0.0 0.0
1000 - Corrosion 25.0 LF 0.0 25.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0
543 SF 0 518 25 0
152 - Stl. Floor Beam 34.0 LF 7.0 25.0 2.0 0.0
1000 - Corrosion 27.0 LF 0.0 25.0 2.0
1010 - Cracking 0.0 LF 0.0
4 L-R FLBM L2
Painted over 1/16" to 1/8" deep pitting near the ends of the floor beam. Edge rust along the top and bottom flange.
518 - Paint System
4 L-R FLBM L4
Initial corrosion at the ends. Painted over pitting near the left connection. Small section of peeling paint near left end. Freckle rust along the bottom flange.
518 - Paint System
4 P4 STRG 1-5
Initial top flange corrosion along the top flanges of the exterior stringers. Initial bottom flange corrosion along the bottom flanges of the interior stringers.
518 - Paint System
4 P3 STRG 1-5
Three rivets replaced with bolts in Stringer 1 at Floor Beam 2. One missing bolt in the bottom clip angle bracket in Stringer 5 at Floor Beam 3. Initial corrosion on the top and bottom flange.
518 - Paint System
Painted over initial pitting along the bottom and near the ends of the top flange 1/16" to
4 P5 STRG 1-5
Initial top flange corrosion along the top flanges of the stringers.
518 - Paint System
4 L-R FLBM L3
Initial corrosion along the top flange. Painted over pitting near the left connection.
FC05286(2019)-TRUSS.xlsx S4-FLOOR 59
SPAN 4 - FLOOR SYSTEM
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0
335 SF 0 305 30 0
113 - Steel Stringer 100.0 LF 64.0 35.0 1.0 0.0
1000 - Corrosion 35.0 LF 0.0 35.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 1.0 LF 0.0 1.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0
543 SF -15 523 35 0
152 - Stl. Floor Beam 34.0 LF 0.0 24.0 10.0 0.0
1000 - Corrosion 34.0 LF 0.0 24.0 10.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0
7000 - Damage 0.0 LF 0.0 0.0
335 SF 0 285 50 0
4 L-R FLBM L5
and near the ends of the top flange. 1/16 to 1/8" deep painted over pitting near the right end. Initial and freckle rust.
518 - Paint System
4 P6 STRG 1-5
Initial top flange corrosion along the top flanges of the exterior stringers. Stringer 4 at Floor Beam 6 has a broken rivet in the left clip angle. Freckle rust along the bottom flange of the interior stringers.
518 - Paint System
4 L-R FLBM L6
Painted over pitting along both flanges. Minor painted over pitting at the left connection.
There are paint bubbles and initial corrosion on the web.
FC05286(2019)-TRUSS.xlsx S4-FLOOR 60
SPAN 4 - FLOOR SYSTEM
113 - Steel Stringer 100.0 LF 65.0 35.0 0.0 0.0
1000 - Corrosion 35.0 LF 0.0 35.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 1.0 LF 19.0 1.0
543 SF 0 508 35 0
152 - Stl. Floor Beam 34.0 LF 0.0 29.0 5.0 0.0
1000 - Corrosion 34.0 LF 0.0 29.0 5.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0 0.0
335 SF 0 280 55 0
113 - Steel Stringer 100.0 LF 58.0 41.0 1.0 0.0
1000 - Corrosion 41.0 LF 0.0 40.0 1.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 1.0 LF 0.0 1.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0
543 SF 0 512 31 0
152 - Stl. Floor Beam 34.0 LF 0.0 24.0 10.0 0.0
1000 - Corrosion 33.0 LF 0.0 23.0 10.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 0.0 LF 0.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 1.0 LF 0.0 1.0
300 SF 0 240 60 0
113 - Steel Stringer 100.0 LF 59.0 41.0 0.0 0.0
1000 - Corrosion 40.0 LF 0.0 40.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 1.0 LF 0.0 1.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0
543 SF 0 493 50 0
152 - Stl. Floor Beam 34.0 LF 0.0 30.0 4.0 0.0
1000 - Corrosion 32.0 LF 0.0 30.0 2.0
1010 - Cracking 0.0 LF 0.0
1020 - Connection 2.0 LF 0.0 2.0
1900 - Distortion 0.0 LF 0.0 0.0 0.0
7000 - Damage 0.0 LF 0.0 0.0
300 SF 0 240 60 0
207 1 13 7
4 P9 STRG 1-5
Three rivets replaced with bolts in Stringer 2 at Floor Beam 8. Top flange corrosion along
Stringer 4.
518 - Paint System
4 L-R FLBM L9
One missing bolt at both ends of the floor beam (PHOTO 3). Minor corrosion along the top and bottom flange.
518 - Paint System
4 L-R FLBM L7
Painted over initial pitting along the bottom flange and web. Edge rust along the top and bottom flanges.
518 - Paint System
4 P7 STRG 1-5 Minor edge rust along the top flanges.
518 - Paint System
4 L-R FLBM L8
2" steel delamination in the bottom flange under Stringer 3 (PHOTO 2). Painted over pitting along both flanges. Initial corrosion along both flanges.
518 - Paint System
4 P8 STRG 1-5
Three rivets replaced with bolts in Stringer 2 at Floor Beam 8. Stringer 5 has an area of painted over pitting near Floor Beam 7.
FC05286(2019)-TRUSS.xlsx MISC 102
BENT PANEL QTY UNITS CS 1 CS 2 CS 3 CS 4 REMARKS
33960 SF 1038 31711 1211 230
=SUM(R[21]C,R[35]C,R[49]C,R[63]C,R[77]C,
R[91]C,R[105]C,R[119]C,R[133]C)
22349 SF 1038 20957 354 0 0
8132 SF 0 7210 952 0 Auto. sum from Floor System Sheet
80 SF 0 52 28 0 =R[12]C+R[321]C
952 SF 0 914 0 0 =R[12]C+R[321]C
2447 SF 0 2013 434 0
=SUM(R[21]C,R[35]C,R[49]C,R[63]C,R[77]C,
R[91]C R[105]C R[119]C R[133]C)
2 EA 0 0 2 0
1000 - Corrosion 2 EA 0 0 2 0 1020 - Connection 0 EA 0 0 0 0 2210 - Movement 2 EA 0 0 2 0 2220 - Alignment 0 EA 0 0 0 0 2240 - Loss of Bearing Area 0 EA 0 0 0 0 7000 - Damage 0 EA 0 0 0 0
32 SF 0 16 16 0
2 EA 0 2 0 0
1000 - Corrosion 2 EA 0 2 0 0 1020 - Connection 0 EA 0 0 0 0 2210 - Movement 0 EA 0 0 0 0 2220 - Alignment 0 EA 0 0 0 0 2240 - Loss of Bearing 0 EA 0 0 0 0 7000 - Damage 0 EA 0 0 0 0
48 SF 0 36 12 0
2 EA 0 0 2 0
1000 - Corrosion 2 EA 0 0 2 0
1020 - Connection 0 EA 0 0 0
2210 - Movement 2 EA 0 0 2 0 h 2220 - Alignment 0 EA 0 0 0
2240 - Loss of Bearing 0 EA 0 0
7000 - Damage 0 EA 0
32 SF 0 16 16 0
2 EA 0 2 0 0
1000 - Corrosion 2 EA 0 2 0 0
1020 - Connection 0 EA 0 0
2210 - Movement 0 EA 0 0 0
2220 - Alignment 0 EA 0 0
2240 - Loss of Bearing 0 EA 0
7000 - Damage 0 EA 0
48 SF 0 36 12 0
493 50 0 30
34 30
MISC. ELEMENTS
GUSSET PAINT 390 - Paint System
RAIL PAINT 390 - Paint System
LOCATION ELEMENT RATING SUMMARY
ELEMENT
PAINT SYSTEM SUMMARY
BEARING CONDITIONS
518 - Paint System
390 - Paint System
390 - Paint System
518 - Paint System
MOVABLE BEARING
TOTALS
FIXED BEARING
TOTALS
313 - Fixed Bearing
311 - Movable Bearing
PAINT RATING
TRUSS PAINT
FLOOR PAINT 390 - Paint System
MISC. PAINT 390 - Paint System
5 L9
313 - Fixed Bearing
Areas of minor surface corrosion.
518 - Paint System
4 L0
311 - Movable Bearing
Rocker bearings are tilted backwards and indicate there is no movement.
FC05286(2019)-TRUSS.xlsx PHOTOS 144
TITLE:
DATE:
LOCATION:
TITLE:
LOCATION:
DATE:
LOCATION:
FILE NAME:
Left Connection Floor Beam 9
DESPCRIPTION:
Rolling defect in the bottom flange of the steel girder.
PHOTO 3
INSPECTION PHOTOS
PHOTO 1
Typical Painted Over Pitting at the Batten Plates
TYPICAL
Missing Rivet in the Floor Beam Connection
Painted over initial to 1/16" deep pitting in the bottom chord channels at the batten plate connections.
DESPCRIPTION:
PHOTO 2
Steel Delamination in Floor Beam 8
Floor Beam 8 below Stringer 3
PAINTED OVER
2" STEEL DELAMINATION
MISSING RIVET
FC05286(2019)-TRUSS.xlsx RESOURCES 182
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
TRAFFIC CONTOL RESOURCES
Flaggers
Lane Closure
Single lane closure controlled by flaggers. Standard temporary work zone.
NOTES
DEFECT FLAGS
TRAFFIC CONTROL PLAN
Damage (7000)
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.
Distortion (1900)
INSPECTION RESOURCES
Under Bridge Inspection Truck (UBIT)
EQUIPMENT
Deploy off either side of the bridge.
None
Man lift/Bucket Truck
Manlift needed to access all parts of the upper truss
CONDITION STATE DEFINITIONS
CONDITION STATES
Corrosion (1000)
Cracking (1010)
Connection (1020)
| COVER |
| RATING |
| NOTES |
| S4-TRUSS |
| S4-FLOOR |
| MISC |
| PHOTOS |
| RESOURCES |
File details come from the government source that posted it. Updated .