B08_Attachment_16_Bridge_Inspection_Report__03-14-2022.pdf
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- 140P2024R0125
About this file
This document is a Bridge Inspection Report for the (441)50-42-00690 E bridge located on SR 441 over the Wabash River, CSX Railroad, and Road in Vincennes, Indiana. The bridge was constructed in 1931 and has undergone several rehabilitation projects over the years, the most recent being in 2017.
The report provides details on the bridge's condition, including the deck, superstructure, and substructure. It notes that the deck wearing surface exhibits moderate cracking, the superstructure has minor deterioration, and the substructure has some minor cracking and spalling. The report states the bridge is currently open with no posting, and provides its load rating details. Based on the overall condition assessment, no immediate rehabilitation or replacement work is recommended at this time. The report also includes various photos documenting the bridge's current state.
This report appears to be related to the federal contract opportunity for the rehabilitation of the Lincoln Memorial Bridge at George Roger Clark National Historical Park, though the two documents do not directly reference each other.
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Bridge Inspection Report
(441)50-42-00690 E
SR 441
over
WABASH RIVER,CSX RR & RD
Inspection Date: 03/14/2022
Inspected By:
Inspection Type(s):
Jariah W. Besing
Routine
LOCATION MAP 3
EXECUTIVE SUMMARY 4
NATIONAL BRIDGE INVENTORY 5
PICTURES 9
MISCELLANEOUS ASSET DATA 28
LOAD RATING - BRADIN 30
TABLE OF CONTENTS
PAGE NUMBER
Latitude: 38.68147
Longitude: -87.53523
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
Facility Carried: SR 441
History:
Joint repair and/or replacement (2019) under DES No. 1702647, Contract PLC 40784.
Rehab P (2016): Bridge Painting completed under Des. No. 1006491, Contract No. 34972.
Rehab E (2016): Bridge Deck Overlay 3 [LMC] completed under Des. No. 1006491 - Contract No. 34972 and included scour countermeasures, and patching of both superstructure and substructure units.
Rehab D (1992): Bridge Deck Overlay 2 [LMC] completed underDes. No. 8462820 - Contract No. 19359.
Rehab C (1971): Bridge Deck Overlay 1 [Bituminous] completed under Contract No. B-8777.
Rehab B (1962): Completed under Contract No. 6388.
Rehab A (1950): Completed under Contract Unknown (Plans Illegible). Rehab referenced in 1962 inventory book.
Initial construction (1931): Completed under Contract No. 251.
Condition Summary:
The deck topside wearing surface exhibits longitudinal and intersecting map/shrinkage cracks across the full length (predominately at the western two-thirds) of structure with crack widths ranging from minor to moderate. Several joints missing small amount of material despite frequent patches. The concrete arch superstructure and substructure units generally exhibit minor deterioration in the form of cracking with or without efflorescence and small, localized spalls.
Recommendations:
Currently, there is no rehab/replacement work programmed in SPMS nor is any recommended at this time.
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
IDENTIFICATION
(1) STATE CODE:
(8) STRUCTURE:
(5 A-B-C-D-E) INV. ROUTE:
(2) HIGHWAY AGENCY
DISTRICT:
(3) COUNTY CODE:
185 - Indiana
032670
06 - Vincennes
042 - KNOX
1 3 1 00441 0
(11) MILEPOINT:
(4) PLACE CODE:
(6) FEATURES INTERSECTED:
(12) BASE HIGHWAY NETWORK:
SR 441
79208 - VINCENNES
(7) FACILITY CARRIED:
(9) LOCATION:
WABASH RIVER,CSX
RR & RD
0002.680
02.43 N US 41
(13A) INVENTORY ROUTE:
(13B) SUBROUTE NUMBER:
(16) LATITUDE:
(99) BORDER BRIDGE STRUCT.
NO:
(98) BORDER
051003600000000
175 - Illinois
38.68147
(17) LONGITUDE:
B) PERCENT
-87.53523
A) STATE NAME:
STRUCTURE TYPE AND MATERIAL
(43) STRUCTURE TYPE, MAIN:
1 - Concrete
11 - Arch - Deck
A) KIND OF
MATERIAL/DESIGN:
B) TYPE OF DESIGN/CONSTR:
(44) STRUCTURE TYPE,
APPROACH SPANS:
0 - Other
00 - Other
A) KIND OF
MATERIAL/DESIGN:
B) TYPE OF DESIGN/CONSTR:
(45) NUMBER OF SPANS IN MAIN
UNIT:
(46) NUMBER OF APPROACH
SPANS:
(107) DECK STRUCTURE TYPE: 1 - Concrete Cast-in- Place
(108) WEARING SURFACE/PROT
SYS:
A) WEARING SURFACE: 3 - Latex Concrete or similar additive
0 - NoneB) DECK MEMBRANE:
0 - NoneC) DECK PROTECTION:
AGE OF SERVICE
(27) YEAR BUILT:
(106) YEAR RECONSTRUCTED:
2017 A) ON BRIDGE:
(28) LANES:
(30) YEAR OF AVERAGE DAILY
TRAFFIC:
(109) AVERAGE DAILY TRUCK
TRAFFIC:
B) UNDER BRIDGE:
(19) BYPASS DETOUR LENGTH:
(42) TYPE OF SERVICE: 008683
(29) AVERAGE DAILY TRAFFIC:
MI
5 - Highway-pedestrianA) ON BRIDGE:
6 - Highway - waterwayB) UNDER BRIDGE:
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
Facility Carried: SR 441
GEOMETRIC DATA
01020.0
00180.0
(49) STRUCTURE LENGTH: 99.99
(48) LENGTH OF MAX SPAN:
022.0
05.0
05.0
(34) SKEW:
035.7
(51) BRDG RDWY WIDTH CURB-
TO-CURB:
(32) APPROACH ROADWAY
A) LEFT
(10) INV RTE, MIN VERT
CLEARANCE:
(52) DECK WIDTH, OUT-TO-OUT:
0 - No median
040.0
(33) BRIDGE MEDIAN:
(50) CURB/SIDEWALK WIDTHS:
B) RIGHT:
0 - No flare(35) STRUCTURE FLARED:
(53) VERT CLEAR OVER BR RDWY:
000.0(56) MIN LATERAL UNDERCLEAR
ON LEFT:
(54) MIN VERTICAL
UNDERCLEARANCE:
(47) TOT HORIZ CLEARANCE:
H
99.99
022.0
H
(55) LATERAL UNDERCLEARANCE
RIGHT:
14.60
012.0
A) REFERENCE FEATURE:
B) MIN VERT UNDERCLEAR:
A) REFERENCE FEATURE:
B) MIN LATERAL UNDERCLEAR:
FT
FT
FT
FT
FT
FT
FT
DEG
FT
FT
FT
FT
FT
FT
INSPECTIONS
(90) INSPECTION DATE: (91) DESIGNATED INSPECTION
FREQUENCY:(92) CRITICAL FEATURE
INSPECTION:
A) FRACTURE CRITICAL
REQUIRED/FREQUENCY:
B) UNDERWATER INSPECTION
REQUIRED/FREQUENCY:
C) OTHER SPECIAL INSPECTION
REQUIRED/FREQUENCY:
(93) CRITICAL FEATURE
INSPECTION DATE:
03/14/2022 24
N
Y 09/28/201860
N
A) FRACTURE CRITICAL DATE:
B) UNDERWATER INSP DATE:
C) OTHER SPECIAL INSP DATE:
MONTHS
CONDITION
(58) DECK: 6 - Satisfactory Condition (minor deterioration)
6 - Satisfactory Condition
(58.01) WEARING SURFACE:
7 - Good Condition (some minor problems)
(59) SUPERSTRUCTURE:
(60) SUBSTRUCTURE: 7 - Good Condition (some minor problems)
(61) CHANNEL/CHANNEL
PROTECTION:
7 - Bank protection needs minor repairs
(62) CULVERTS: N - Not Applicable
CONDITION COMMENTS
(58) DECK: 6 - Satisfactory Condition (minor deterioration)
Comments:
Deck underside patching was done in 2017 under DES No. 1006491, Contract No. B-34972 as needed. Appears predominantly sound; however, minor cracking on deck underside visible; some with light efflorescence. Generally, the patching of the deck underside is sound but does have small, localized patches appearing cracked.
(58.01) WEARING SURFACE: 6 - Satisfactory Condition
Comments:
New LMC bridge deck overlay placed in 2017 under DES 1006491, Contract B 34972. The wearing surface exhibits large amounts of longitudinal and map/shrinkage cracking up to moderate width - predominately at the western two-thirds. Chaining during the 2018 inspection revealed approximately 40 SFT of delamination around cracked areas (approximately 0.2% of total surface area).
Periodic transverse cracks in sidewalks.
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
Facility Carried: SR 441
(59) SUPERSTRUCTURE: 7 - Good Condition (some minor problems)
Comments:
Previously documented spalling with exposed reinforcing (estimated at approximately 115 SFT) were patched, and previously documented moderate cracking (estimated at approximately 29 LFT) were epoxy injected in 2017 under DES 1006491, Contract B 34972; only very small amount of efflorescence visible on south arch of Span G.
(60) SUBSTRUCTURE: 7 - Good Condition (some minor problems)
Comments:
Minor deterioration on piers in the form of minor width cracks and small, localized spalling (see picture of Pier 6). Abutments have slightly more advanced deterioration where cracks have light to moderate efflorecence.
Minor cracking and scaling below water at Piers 3, 4 and 5 (BPD, UW Insp, 9/28/18)
(61) CHANNEL/CHANNEL
PROTECTION
7 - Bank protection needs minor repairs
Comments:
Designed riprap placed in 2017 under DES 1006491, Contract B-34972 appears to be holding well at west bank. 2018 U/W inspection reported that no defects of "structural significance" were observed at piers in the water.
Riprap at Piers 3, 4 and 5 appeared stable (BPD, UW Insp, 9/28/18)
(62) CULVERTS: N - Not Applicable
Comments:
LOAD RATING AND POSTING
(31) DESIGN LOAD:
(63) OPERATING RATING
METHOD:
(64) OPERATING RATING:
(70) BRIDGE POSTING
(41) STRUCTURE
OPEN/POSTED/CLOSED:
5 - HS 20
8 - Load and Resistance Factor Rating (LRFR) rating report by rating factor (RF) method using HL-93 loadings.
0.692
5 - Equal to or above legal loads
A - Open
0.534(66) INVENTORY RATING:
(65) INVENTORY RATING METHOD: 8 - Load and Resistance Factor Rating (LRFR) rating report by rating factor (RF) method using HL-93 loadings.
(66B) INVENTORY RATING (H):
(66C) TONS POSTED :
(66D) DATE POSTED/CLOSED:
APPRAISAL
(67) STRUCTURAL EVALUATION:
(68) DECK GEOMETRY:
(69) UNDERCLEARANCES,
VERTICAL & HORIZONTAL:
(36) TRAFFIC SAFETY FEATURE:
36A) BRIDGE RAILINGS:
36B) TRANSITIONS:
36C) APPROACH GUARDRAIL:
36D) APPROACH GUARDRAIL
ENDS:
SUFFICIENCY RATING:
2STATUS:
47.3
(71) WATERWAY ADEQUACY: 9 - Bridge Above Flood Water Elevations Comments:
(72) APPROACH ROADWAY ALIGNMENT: 8 - Equal to present desirable criteria
Comments:
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
Facility Carried: SR 441
(113) SCOUR CRITICAL BRIDGES: 7 - Countermeasures installed to correct scour problem
Comments:
Scour Plan of Action on file in District Bridge Inspection office; however, designed scour countermeasures were installed in 2017 under DES # 1006491 - Contract # 34972 to address calculated scour potential.
Channel Profile Measurements documented in 2018 UW Inspection Report.
No scour-related deficiencies (BPD, UW Insp, 9/28/18)
CLASSIFICATION
(112) NBIS BRIDGE LENGTH:
(104) HIGHWAY SYSTEM OF
INVENTORY ROUTE:
(26) FUNCTIONAL CLASS OF
INVENTORY RTE:
(100) STRAHNET HIGHWAY:
(101) PARALLEL STRUCTURE:
(102) DIRECTION OF TRAFFIC:
(103) TEMPORARY STRUCTURE:
(105) FEDERAL LANDS
HIGHWAYS:
(110) DESIGNATED NATIONAL
NETWORK:
(20) TOLL: (21) MAINT. RESPONSIBILITY:
(22) OWNER:
(37) HISTORICAL SIGNIFICANCE:
Yes
0 - Structure/Route is NOT on NHS
14 - Urban - Other Principal Arterial
Not a STRAHNET route N - No parallel structure
2-way traffic
0-Not Applicable
Inventory route on National Truck Network
3 - On Free Road 01 - State Highway Agency
01 - State Highway Agency
2 - Eligible for National Register
NAVIGATION DATA
(39) NAVIGATION VERTICAL CLEAR:
(116) MINIMUM NAVIGATION VERT.
CLEARANCE, VERT. LIFT BRIDGE:
(40) NAV HORIZONTAL CLEARANCE:
000.0
0000.0
FT
FT
FT
0 - No navigation control on waterway (bridge permit not required)
(38) NAVIGATION CONTROL:
(111) PIER OR ABUTMENT
PROTECTION:
PROPOSED IMPROVEMENTS
000000(96) TOTAL PROJECT COST:
(95) ROADWAY IMPROVEMENT COST: 000000
(97) YR OF IMPROVEMENT COST EST:
(115) YR OF FUTURE ADT:
(114) FUTURE AVG DAILY TRAFFIC: 012235
(75A) TYPE OF WORK:
(75B) WORK DONE BY:
(94) BRIDGE IMPROVEMENT
COST:
000000
00000.0(76) LENGTH OF IMPROVEMENT: FT
PHOTO 1
Description Eastbound alignment
PHOTO 2
Description South elevation looking toward Illinois
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 3
Description North elevation
PHOTO 4
Description South elevation looking towards Indiana
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 5
Description Westbound alignment
PHOTO 6
Description West end wearing surface overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 7
Description Wearing surface over approximate mid structure overall condition
PHOTO 8
Description West approach slab and modified joint overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 9
Description Joint 2 overall condition
PHOTO 10
Description Joint 3 overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 11
Description Hairline to minor width longitudinal crack and hairline shrinkage cracks at western end
PHOTO 12
Description Joint 4 overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 13
Description Periodic transverse cracks in sidewalks
PHOTO 14
Description Joint 5 overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 15
Description Hairline to minor width longitudinal crack and hairline shrinkage cracks over Span B
PHOTO 16
Description Minor width transverse and longitudinal cracks at approximate mid structure
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 17
Description Minor width longitudinal crack and hairline shrinkage cracks near east end
PHOTO 18
Description Joint 7 overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 19
Description Joint 8 overall condition
PHOTO 20
Description Joint 11 overall condition; 50% failure
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 21
Description Joint 12 overall condition
PHOTO 22
Description Minor spall on north barrier wall just east of Pier 3
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 23
Description Span A overall condition; hairline cracks with light efflorescence in deck under joints
PHOTO 24
Description Span B overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 25
Description Span F underside overall condition
PHOTO 26
Description Cracks in south spandrel wall of Span F
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 27
Description Span G overall condition
PHOTO 28
Description Light to moderate efflorescence at bottom of arches in Span G, Pier 6; no apparent cracking through paint
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 29
Description West abutment overall condition
PHOTO 30
Description Typical deterioration at west abutment (NW corner shown)
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 31
Description Pier 2 overall condition
PHOTO 32
Description Pier 3 overall condition
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 33
Description Pier 6 overall condition
PHOTO 34
Description Minor spall on Pier 6 exposing reinforcement
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
PHOTO 35
Description East abutment overall condition
PHOTO 36
Description Cracking with light efflorescence in east abutment
Jariah W. BesingInspector:
Inspection Date: 03/14/2022
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
Asset Name: (441)50-42-00690 E
Bridge Inspection Report
Facility Carried: SR 441
PHOTO 37
Description Hairline cracks with light efflorescence in east abutment overall condition
Miscellaneous Asset Data Asset Management
Joints: * Indicate location, type, and rating of lowest rated joint.
Transverse South/West
M - other types 5 - Fair Condition, minor noising damage, very minor leakage
Previous poor joints and material replaced with asphalt. Several joints missing material despite frequent patches.
Comments:
Has the dead load or the structural condition of the primary load carrying members changed since the last inspection?
No - Load Rating Update Not Required
Load Rating 2:
Extended Frequency:
This bridge has been accepted into the Extended Frequency Program.
Bearings: * Indicate type, and rating of lowest rated bearing.
N - No Bearing(s)
Comments:
032670
Inspector:
INDOT Reviewer:
Submittal Date:
Comments:
Concrete Slopewall: N
Comments:
Terminal Joints: N
Approval Date:
*Rating of lowest rated terminal joint.
*Rating of lowest rated slopewall.
Inspector:
Inspection Date:
Structure Number:
Facility Carried:
Bridge Inspection Report
Besing,Jariah W. 032670
03/14/2022 SR 441
Endangered Species:
Bats: seen or heard under structure? *
Birds/swallows/nests seen? Empty nests present? *
Comments:
N
Y - Birds and/or Nests Visible
Paint:
* If yes, add one photo to the dropdown field
BRIDGE Culvert Geometry:
Barrel Length:
Width:
Height:
Approach Slabs: * Indicate if present & condition rating.
1 - Approach Slabs 7 - Good condition, minor cracking, wide spacing
No apparent deficiencies.
Comments:
* Indicate if paint present , year painted & condition rating.
NN - No Paint
Inspector:
Inspection Date:
Structure Number:
Facility Carried:
Bridge Inspection Report
Besing,Jariah W. 032670
LOAD RATING - BRADIN
National Bridge Inventory (NBI):
(65) INVENTORY RATING METHOD:
(66) INVENTORY RATING:
(63) OPERATING RATING METHOD:
(64) OPERATING RATING:
(31) DESIGN LOAD:
(70) BRIDGE POSTING:
(41) STRUCTURE OPEN/POSTED/CLOSED:
(66C) TONS POSTED:
(66D) DATE POSTED/CLOSED:
0.534
0.692
Posting Configurations:
Emergency Vehicles:
EV2: LEGAL RF:
EV3: LEGAL RF:
5-Axles:
AASHTO TYPE 3S2: LEGAL RF:
SU5: LEGAL RF:
TOLL ROAD LOADING NO. 1: ROUTINE PERMIT RF:
1.002
1 1.003
1.003
2-Axles:
H20-44: LEGAL RF:
ALTERNATE MILITARY: LEGAL RF:
6+-Axles:
AASHTO TYPE 3-3: LEGAL RF:
LANE TYPE: LEGAL RF:
SU6: LEGAL RF:
1.002
1.003 1.005
1.001
1.016
SPECIAL TOLL ROAD TRUCK: ROUTINE PERMIT RF:
SU7: LEGAL RF:
MICHIGAN TRAIN TRUCK NO. 5: ROUTINE PERMIT RF:
MICHIGAN TRAIN TRUCK NO. 8: ROUTINE PERMIT RF:
1.005
3-Axles:
HS20: LEGAL RF:
AASHTO TYPE 3: LEGAL RF:
1.001
1.004
4-Axles:
SU4: LEGAL RF:
TOLL ROAD LOADING NO. 2:
ROUTINE PERMIT RF:
1.004
Other Configurations:
H20-44: DESIGN RF:
NRL: LEGAL RF:
0.872
1.018
SUPERLOAD-11 AXLES: SPECIAL PERMIT RF: 0.984
SUPERLOAD-13 AXLES: SPECIAL PERMIT RF:
SUPERLOAD-14 AXLES: SPECIAL PERMIT RF:
SUPERLOAD-19 AXLES (152.5T): SPECIAL PERMIT RF:
SUPERLOAD-19 AXLES (240.045T): SPECIAL PERMIT RF:
1.007
0.871
1.003
0.975
A
Load Rating Date: 30-MAR-22
Inspector:
Inspection Date:
Structure Number:
Facility Carried:
Bridge Inspection Report
Besing,Jariah W. 032670
File details come from the government source that posted it. Updated .