Culvert Inspection Report

Culvert Inspection Report

CV 231-067-164.10US 231

over

Inspection Date: 07/28/2017

Inspected By:

Inspection Type(s):

Daniel W. Bewley

Culvert

REPORT COVER 3

LOCATION MAP 4

EXECUTIVE SUMMARY 5

CULVERT INSPECTION OUTPUT REPORT 6

CULVERT ADDITIONAL TREATMENT OUTPUT REPORT 7

PICTURES 8

MISCELLANEOUS ASSET DATA 14

TABLE OF CONTENTS

PAGE NUMBER

Latitude: 39.84052

Longitude: -86.89477

Daniel W. BewleyInspector:


Asset Name: CV 231-067-164.10


Facility Carried: US 231

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7/28/2017. Culvert inspection notes by Dan Bewley. I was not assisted by anyone during the July 2017inspection. The approach pavement & guardrail seem to be functioning as designed. The wearing surface isasphalt the same as the approach pavement. There is wide cracks noted. Both ends of the slab shows spalls, wetconcrete with efflorescence. I noted a large spall in the slab below the NB lane. Both of the abutments havevertical cracks with efflorescence. Dan Bewley 7/28/2017

Executive Summary



Structure Number: 93001396



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7

Culverts and Pipes

Barrel/Box Rating

7(58) Wearing Surface Rating

Shoulder Rating

Embankment/Side Ditches Rating

7

4

6Wingwalls Rating

Settlement Rating

Coping Rating

The slab has spalled areas at each end with exposed rebar. Both of the abutments are cracked with efflorescence. Dan Bewley 7/28/2017

Headwall Rating

Water too deep & snow on slopes made it slippery. Non-Entry of Structure

Roadway Related Items

(72) Approach Roadway Alignment The wearing surface is asphalt, I did note a lot of wide cracks. Dan Bewley 7/28/20178

This culvert has OBSTRUCTED flow

Footings Rating

Pile Rating

Abutment Bent Cap Rating

5

5

5Abutments Rating

Channel Related Items

Drift/Sediment Rating

6

6

7Channel Alignment Rating

(61) Channel and Channel Protection 6

Bank Erosion Rating

There is minor bank erosion at both ends of the structure. There is minor sediment build up throughout the structure. I did note scour seems to be occurring at the SE corner. Dan Bewley 7/28/2017

1

Structures

Superstructure

4(113) Scour Critical Bridges

(36A) Bridge Railings

Overtopping Frequency

1

The slab has moderate spalling with exposed rebar. The slab is also cracked with leaching. The headwall has severe spalling with exposed rebar at the west end. Dan Bewley 7/28/2017

Substructure

(60) Substructure Both of the abutments have efflorescence with cracks. Dan Bewley 7/28/2017

4(59) Superstructure

Concrete Slab Rating

Beams/Girders Rating

4

over at

RP

0.10 S SR 236 W JCT

-86.89477Lat Long

US 231Location

164 02 - Rural - Principal Arterial - Other1 - Structure/Route is on NHS10

Additional Location Desc.

Milepoint+ 0 Ramp ID

-07/28/2017 12 TeamMonths

CV 231-067-164.10Large Culvert Inspection Report - Culvert #

Last InspectionCV 231-067-164.10 01

-1500 - CLOVERDALE SUBDISTRICT 067 - PUTNAM 39.84052at

Bewley, Daniel W.Inspector

District -01

Span00041.0 00010.0 10.00Vertical Opening

0000

Length Cover

Openings RemarksOpenings Longitude

Measurement Remarks

2.00

Openings LatitudeDirection

-Slab Top Concrete 4(62) Overall Rating

Original Culvert Description (not additional treatment)

Material / Size / Type -Bridge Type Recommend Replacement

Shape Year BuiltAdjacent to Roadway

Structure Additional Desc. Concrete Slabtop 10' x 10' Slabtop

Degrees:On Skew

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Length Beyond Original Structure: 10'EastIndicator Side:

The widening slab on the W side is in poor condition. I see exposed rebar, wet concrete & efflorescence.

Comments

Treatment Description

The culvert has two 10' extensions on either side

Widening Material:Treatment Type:

Additional Treatment Condition Rating: 5

Concrete

See Note Vertical Opening:Shape:

Year Constructed:

Length Beyond Original Structure: 10'WestIndicator Side:

The widening slab on the W side is in poor condition. I see exposed rebar, wet concrete & efflorescence.

Comments

Treatment Description

The culvert has two 10' extensions on either side.

Widening Material:Treatment Type:

Additional Treatment Condition Rating: 4

Concrete

See Note Vertical Opening:Shape:

Year Constructed:

Large Culvert Inspection Report - Culvert # CV 231-067-164.10

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PHOTO 1 Condition

Description Road alignment looking South

PHOTO 2 Condition

Description Road alignment looking North

Pictures






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PHOTO 3 Condition

Description Wearing surface condition

PHOTO 4 Elevation, Condition

Description Profile looking East

Pictures






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PHOTO 5 Elevation, Condition

Description Profile looking West

PHOTO 6 Condition

Description South abutment condition

Pictures






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PHOTO 7 Condition

Description North abutment condition

PHOTO 8 Condition

Description Bottom of slab condition

Pictures






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PHOTO 9 Condition

Description Exposed footer at the SE corner

PHOTO 10 Condition

Description Up stream alignment or looking East

Pictures






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Pictures






PHOTO 11 Condition

Description Down stream alignment or looking West

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Asset Type Has Changed

Original RP Data Source

Paint YearRatingPaint

RP

Date:

Bridge File Complete

Organization:

10Offset164

Compliance Month:

Inv TypeScour POA? 231Inv #U - US Route

Y - Birds and/or Nests Visible

CV 231-067-164.10Miscellaneous Asset Data - Asset #

Birds/swallows/nests seen? Empty nests present?N - No evidence of batsBats: seen or heard under structure?

Reference Post

NRating (Lowest Rated Joint):Joints Type:

10Offset164

Location:

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Culvert Inspection Report

Documents

Transcript of Culvert Inspection Report