Bridge inspection report

Bridge Inspection ReportI65-175-05541 BNBL

I-65 NBLover

WILDCAT CREEK

Inspection Date: 05/19/2015

Inspected By:

Inspection Type(s):

Matt Ference

Routine

LOCATION MAP 3

NATIONAL BRIDGE INVENTORY 8

ELEMENTS 12

PICTURES 13

TABLE OF CONTENTS

PAGE NUMBER

Latitude: 40.44214

Longitude: -86.839874

Matt FerenceInspector:


Asset Name: I65-175-05541BNBL

Bridge Inspection ReportFacility Carried: I-65 NBL

Page 3 of 21

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





Page 4 of 21

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:





Page 5 of 21





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





(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:

Page 7 of 21





(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

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.





Page 9 of 21

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





Page 10 of 21

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





Page 11 of 21

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





Page 12 of 21

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





Page 13 of 21

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





Page 14 of 21

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





Page 15 of 21

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





Page 16 of 21

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





Page 17 of 21

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





Page 18 of 21

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





Page 19 of 21

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





Page 20 of 21

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





Page 21 of 21

Report CoverTable of ContentsLocation MapExecutive SummaryNational Bridge InventoryElementsPictures

Documents

Bridge inspection report