Download - Bridge inspection report
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Bridge Inspection ReportI65-175-05541 BNBL
I-65 NBLover
WILDCAT CREEK
Inspection Date: 05/19/2015
Inspected By:
Inspection Type(s):
Matt Ference
Routine
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LOCATION MAP 3
NATIONAL BRIDGE INVENTORY 8
ELEMENTS 12
PICTURES 13
TABLE OF CONTENTS
PAGE NUMBER
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Latitude: 40.44214
Longitude: -86.839874
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 3 of 21
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The south approach slab has approximately 12 ft^2 of patching and thenorth approach slab has approximately 47 ft^2 of patching. There are widetransverse cracks in both approach slabs spaced greater than 3' apart.The north transverse joint leaks, has loss of adhesion, and is filled withdebris. The south transverse joint is filled with debris (Matt Ference,05-19-2015).
As per plans submitted, ratings for Rehab C have been performed. HS20Operating ratings are > 1.0. JLH 04/16/15
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 4 of 21
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IDENTIFICATION(1) STATE CODE:(8) STRUCTURE:
(5 A-B-C-D-E) INV. ROUTE:(2) HIGHWAY AGENCYDISTRICT:(3) COUNTY CODE:
185 - Indiana037640
01 - Crawfordsville
079 - TIPPECANOE
1 1 1 00065 0
(11) MILEPOINT:
(4) PLACE CODE:
(6) FEATURES INTERSECTED:
(12) BASE HIGHWAY NETWORK:
I-65 NBL
40788 - LAFAYETTE
(7) FACILITY CARRIED:(9) LOCATION:
WILDCAT CREEK
0173.73001.04 S SR 25
1(13A) INVENTORY ROUTE:
010000000001
(13B) SUBROUTE NUMBER:(16) LATITUDE:
(99) BORDER BRIDGE STRUCT.NO:
(98) BORDER
40.44214(17) LONGITUDE:
B) PERCENT
-86.839874
A) STATE NAME:
%
- - - -
STRUCTURE TYPE AND MATERIAL(43) STRUCTURE TYPE, MAIN:
4 - Steel continuous
02 -Stringer/Multi-beam orGirder
A) KIND OFMATERIAL/DESIGN:B) TYPE OF DESIGN/CONSTR:
(44) STRUCTURE TYPE,APPROACH SPANS:
0 - Other
00 - Other
A) KIND OFMATERIAL/DESIGN:B) TYPE OF DESIGN/CONSTR:
(45) NUMBER OF SPANS IN MAINUNIT:(46) NUMBER OF APPROACHSPANS:
005
0000
(107) DECK STRUCTURE TYPE: 1 - ConcreteCast-in-Place
(108) WEARING SURFACE/PROTSYS:
A) WEARING SURFACE: 3 - Latex Concrete orsimilar additive
0 - NoneB) DECK MEMBRANE:
0 - NoneC) DECK PROTECTION:
AGE OF SERVICE(27) YEAR BUILT:(106) YEAR RECONSTRUCTED:
19691988 A) ON BRIDGE:
001
37
2010
(28) LANES:
(30) YEAR OF AVERAGE DAILYTRAFFIC:(109) AVERAGE DAILY TRUCKTRAFFIC:
B) UNDER BRIDGE:
(19) BYPASS DETOUR LENGTH:
02
(42) TYPE OF SERVICE: 01747000
(29) AVERAGE DAILY TRAFFIC:
%
MI
1 - HighwayA) ON BRIDGE:5 - WaterwayB) UNDER BRIDGE:
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 5 of 21
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Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
GEOMETRIC DATA
00394.00085.0
(49) STRUCTURE LENGTH: 99.99(48) LENGTH OF MAX SPAN:
040.0
00.0
00.0
(34) SKEW:
043.0
(51) BRDG RDWY WIDTHCURB-TO-CURB:
(32) APPROACH ROADWAY
A) LEFT
(10) INV RTE, MIN VERTCLEARANCE:
(52) DECK WIDTH, OUT-TO-OUT:
10
0 - No median038.0
(33) BRIDGE MEDIAN:
(50) CURB/SIDEWALK WIDTHS:
B) RIGHT:
0 - No flare(35) STRUCTURE FLARED:
(53) VERT CLEAR OVER BR RDWY:
00.0(56) MIN LATERAL UNDERCLEARON LEFT:
(54) MIN VERTICALUNDERCLEARANCE:
(47) TOT HORIZ CLEARANCE:
N
99.99040.0
N
(55) LATERAL UNDERCLEARANCERIGHT:
0
000.0
A) REFERENCE FEATURE:B) MIN VERT UNDERCLEAR:
A) REFERENCE FEATURE:B) MIN LATERAL UNDERCLEAR:
FTFT
FT
FT
FT
FTFT
DEG
FT
FTFT
FT
FTFT
INSPECTIONS(90) INSPECTION DATE: (91) DESIGNATED INSPECTION
FREQUENCY:(92) CRITICAL FEATUREINSPECTION:
A) FRACTURE CRITICALREQUIRED/FREQUENCY:B) UNDERWATER INSPECTIONREQUIRED/FREQUENCY:C) OTHER SPECIAL INSPECTIONREQUIRED/FREQUENCY:
(93) CRITICAL FEATUREINSPECTION DATE:
05/19/2015 12
N
Y 05/03/201260
N 08/01/1995
A) FRACTURE CRITICAL DATE:B) UNDERWATER INSP DATE:C) OTHER SPECIAL INSP DATE:
MONTHS
CONDITION(60) SUBSTRUCTURE: 4 - Poor Condition
(advanceddeterioration)
(61) CHANNEL/CHANNELPROTECTION:
5 - Bank eroded..major damage
(62) CULVERTS: N - Not Applicable
(58) DECK: 6 - SatisfactoryCondition (minordeterioration)5 - Fair Condition(58.01) WEARING SURFACE:
5 - Fair Condition(minor section loss)
(59) SUPERSTRUCTURE:
CONDITION COMMENTS(58) DECK: 6 - Satisfactory Condition (minor deterioration)Comments:There are longitudinal and transverse cracks with white efflorescence in all spans. There are a few small spalls with no exposedreinforcement throughout the deck underside (Matt Ference, 05-19-2015).
(58.01) WEARING SURFACE: 5 - Fair ConditionComments:I measured 505 ft^2 of patching & 10 ft^2 of spalling. There are transverse cracks, longitudinal cracks, and map cracks throughoutthe wearing surface (Matt Ference, 05-19-2015).
Page 6 of 21
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Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
(59) SUPERSTRUCTURE: 5 - Fair Condition (minor section loss)Comments:All 6 of the steel beams in span E have minor section loss near the bent 6. In span A, beams 1 and 6 have minor section loss near bent1. All of the steel beams and steel diaphragms light to moderate rust throughout all of the spans (Matt Ference, 05-19-2015).
(60) SUBSTRUCTURE: 4 - Poor Condition (advanced deterioration)Comments:There is undermining at the east end of bent 6, but no piles are exposed. In old reports it is documented that there has been settlementat pier 3 which has caused an extreme tilt to the rocker bearings. The bearings are still in placed and tilted (Matt Ference,05-19-2015).
(61) CHANNEL/CHANNELPROTECTION
5 - Bank eroded.. major damage
Comments:There is approximately 300 ft^3 of debris at the east end of pier 4. There is erosion on both banks of the channel both upstream anddownstream from the bridge (Matt Ference, 05-19-2015).
(62) CULVERTS: N - Not ApplicableComments:
LOAD RATING AND POSTING(31) DESIGN LOAD:
(63) OPERATING RATINGMETHOD:
(64) OPERATING RATING:
(70) BRIDGE POSTING
(41) STRUCTUREOPEN/POSTED/CLOSED:
6 - HS 20+Mod
1 - Load Factor (LF)74
5 - Equal to or abovelegal loads
A - Open
44(66) INVENTORY RATING:(65) INVENTORY RATING METHOD: 1 - Load Factor (LF)
(66B) INVENTORY RATING (H): 25(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 GUARDRAILENDS:
47N
101
1
SUFFICIENCY RATING:1STATUS:68.6
(71) WATERWAY ADEQUACY: 7 - Slight Chance of Overtopping BridgeComments:
(72) APPROACH ROADWAY ALIGNMENT: 8 - Equal to present desirable criteriaComments:
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Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
(113) SCOUR CRITICAL BRIDGES: 5 - Scour within limits of footing or pilesComments:05/18/2007 Underwater Insp. - Timber debris at Pier 3 and 4. Scour depression at Pier 3.Coded as a '5'. This bridge isconsidered as MODERATE Risk for Vulnerability for Scour. This is based on the foundations being set on Spread Footing, seton Clay.
The 1969 Flow Line elv. = 526.20'The 2002 Flow Line elv. = 526.70'The 2007 Flow Line elv. = 524.30'The Q-100 Flow Line elv. = 547.25'The Q-100 Scour Depth elv. = 503.70'
A Scour Calculation Letter, (dated: 6/2
CLASSIFICATION
(112) NBIS BRIDGE LENGTH:
(104) HIGHWAY SYSTEM OFINVENTORY ROUTE:
(26) FUNCTIONAL CLASS OFINVENTORY RTE:
(100) STRAHNET HIGHWAY:(101) PARALLEL STRUCTURE:
(102) DIRECTION OF TRAFFIC:(103) TEMPORARY STRUCTURE:
(105) FEDERAL LANDSHIGHWAYS: (110) DESIGNATED NATIONAL
NETWORK:
(20) TOLL: (21) MAINT. RESPONSIBILITY:
(22) OWNER:
(37) HISTORICAL SIGNIFICANCE:
Yes
1 - Structure/Route is onNHS
11 - Urban - PrincipalArterial - Interstate
Is on an InterstateSTRAHNET routeR - Right structure
(North or East) 1-way traffic
0-Not ApplicableInventory route onNational Truck Network
3 - On Free Road 01 - State HighwayAgency
01 - State HighwayAgency
5 - Not eligible
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 navigationcontrol on waterway(bridge permit notrequired)
(38) NAVIGATION CONTROL:
(111) PIER OR ABUTMENTPROTECTION:
PROPOSED IMPROVEMENTS
002122(96) TOTAL PROJECT COST:2013
(95) ROADWAY IMPROVEMENT COST: 000000
(97) YR OF IMPROVEMENT COST EST:
(115) YR OF FUTURE ADT:(114) FUTURE AVG DAILY TRAFFIC: 034800
2030
$
$
(75A) TYPE OF WORK: 37 - Deck Replacement -Some Widening
(75B) WORK DONE BY: 1 - Work to be done bycontract
(94) BRIDGE IMPROVEMENTCOST:
002122
000394(76) LENGTH OF IMPROVEMENT: FT
$
Page 8 of 21
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Environment TotalQuantityCondition
State 1Condition
State 2Condition
State 3Condition
State 4Units
12 - Reinforced Concrete Deck 2 - Low 17028 16202 430 396The deck underside has many areas with cracking and whiteefflorescence leaching through. The deck wearing surface has manypatches and a few spalls. Most of the patches are in good condition(Matt Ference, 05-19-2015).
sq. ft.
510 - Wearing Surfaces 15840 15265 505 70sq. ft.107 - Steel Open Girder/Beam 2 - Low 2340 1536 768 36
Beam lines 1 and 6 in all of the spans has medium to heavy rustingwith little to section loss. All 6 of the beam ends at bent 6 has heavyrusting with some section loss (Matt Ference, 05-19-2015).
ft.
515 - Steel Protective Coating 20513 17700 2485 328sq. ft.210 - Reinforced Concrete Pier Wall 2 - Low 106 104 2ft.
215 - Reinforced Concrete Abutment 2 - Low 85 75 2 8ft.234 - Reinforced Concrete Pier Cap 2 - Low 173 165 8ft.
300 - Strip Seal Expansion Joint 2 - Low 44 0 44ft.302 - Compression Joint Seal 2 - Low 44 0 44ft.
311 - Movable Bearing 2 - Low 30 23 1 6each313 - Fixed Bearing 2 - Low 6 6each
321 - Reinforced Concrete Approach Slab 2 - Low 1086 1005 51 30The south approach slab has approximately 12 ft^2 of patching andthe north approach slab has approximately 47 ft^2 of patching. Thereare wide transverse cracks in both approach slabs spaced greaterthan 3' apart (Matt Ference, 05-19-2015).
sq. ft.
331 - Reinforced Concrete Bridge Railing 2 - Low 792 792ft.
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 9 of 21
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PHOTO 1
Description (05-19-2015) str# I65-175-05541 BNBL, Approach slab at the north end of the bridge lookingnorthwest
PHOTO 2
Description (05-19-2015) str# I65-175-05541 BNBL, Approach slab at the south end of the bridge lookingsouthwest
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 10 of 21
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PHOTO 3
Description (05-19-2015) str# I65-175-05541 BNBL, Bent 1 backwall in span A looking southeast
PHOTO 4
Description (05-19-2015) str# I65-175-05541 BNBL, Bent 6 backwall in span E looking northeast
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 11 of 21
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PHOTO 5
Description (05-19-2015) str# I65-175-05541 BNBL, Debris at pier 4 in span D looking east
PHOTO 6
Description (05-19-2015) str# I65-175-05541 BNBL, Debris at pier 4 in span D looking southeast
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 12 of 21
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PHOTO 7
Description (05-19-2015) str# I65-175-05541 BNBL, Deck underside in span A looking south
PHOTO 8
Description (05-19-2015) str# I65-175-05541 BNBL, Deck underside in span B looking north
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 13 of 21
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PHOTO 9
Description (05-19-2015) str# I65-175-05541 BNBL, Deck underside in span C looking southwest
PHOTO 10
Description (05-19-2015) str# I65-175-05541 BNBL, Deck underside in span D looking south
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 14 of 21
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PHOTO 11
Description (05-19-2015) str# I65-175-05541 BNBL, Deck underside in span E looking north
PHOTO 12
Description (05-19-2015) str# I65-175-05541 BNBL, Deck wearing surface cracking looking west typical
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 15 of 21
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PHOTO 13
Description (05-19-2015) str# I65-175-05541 BNBL, Deck wearing surface looking north pic 1
PHOTO 14
Description (05-19-2015) str# I65-175-05541 BNBL, Deck wearing surface looking north pic 2
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 16 of 21
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PHOTO 15
Description (05-19-2015) str# I65-175-05541 BNBL, Diaphragm at bent 6 in span E looking north
PHOTO 16
Description (05-19-2015) str# I65-175-05541 BNBL, Erosion at bent 6 in span E looking northeast
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 17 of 21
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PHOTO 17
Description (05-19-2015) str# I65-175-05541 BNBL, North alignment looking north
PHOTO 18
Description (05-19-2015) str# I65-175-05541 BNBL, Outter beam line in span A looking south
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 18 of 21
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PHOTO 19
Description (05-19-2015) str# I65-175-05541 BNBL, Pier 3 in span B looking north
PHOTO 20
Description (05-19-2015) str# I65-175-05541 BNBL, Pier 3 in span C looking southwest
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 19 of 21
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PHOTO 21
Description (05-19-2015) str# I65-175-05541 BNBL, Spall in the deck wearing surface looking west
PHOTO 22
Description (05-19-2015) str# I65-175-05541 BNBL, Transverse joint at the north end of the bridge lookingwest
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 20 of 21
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PHOTO 23
Description (05-19-2015) str# I65-175-05541 BNBL, Transverse joint at the south end of the bridge lookingwest
PHOTO 24
Description (05-19-2015) str# I65-175-05541 BNBL, West profile looking north
Matt FerenceInspector:
Inspection Date: 05/19/2015
Asset Name: I65-175-05541BNBL
Bridge Inspection ReportFacility Carried: I-65 NBL
Page 21 of 21
Report CoverTable of ContentsLocation MapExecutive SummaryNational Bridge InventoryElementsPictures