new york state department of transportation general bridge ... · 10/23/2017 · 2017 – the...

Inspection Date: October 23, 2017

New York State Department of TransportationGeneral Bridge Inspection Report

Structure Information

Postings

Number of Flags Issued New York State Inspection Overview

NBI Superstructure Condition:

NBI Deck Condition:

Federal NBI Ratings

NBI Substructure Condition:

NBI Channel Condition:

NBI Culvert Condition: N

7

6

7

5

Action Items

Inspector & Reviewer Signature Information

Political Unit:

WESTCHESTER

Number of Spans:

Date:

987DX

Jason Hager, P.E. 096817-1

Town of MOUNT PLEASANT

This Bridge is not a Ramp

Approximate Year Built:

Review Signature:

08 - POUGHKEEPSIE

Feature Carried:

General Type Main Span:

County:

7 - WEST

Region:

1

Robert Seeley, P.E. 076148-1

Not Posted

Not Posted

January 02, 2018

Inventoried Vertical Clearances:

SAW MILL RIVER

Code 88 - No Vehicles with R PermitsInventoried Posted Load:

Inspection Signature:

General Recommendation:

Date:

3 - Steel, 02 - Stringer/Multi-Beam or Girder

Feature Crossed:

1930

5

January 02, 2018

Orientation:

Primary Maintenance Responsibility:

Primary Owner:

Red PIA:

Red:

Yellow:

Safety PIA:

0

0

0

0

Vulnerability Reviews Recommended: NO

Further Investigation Requested: NO

Diving Inspection Requested: NO

New York State Department of Transportation

New York State Department of Transportation

Non-Structural Condition Observations noted: NO

BIN: 5500859

Report Printed: January 19, 2018 10:20:43 AM

Posted Load Matches Inventory: Yes On:

Under:

Processed by :

of 23 Format Version 20171005

BIN: 5500859 Bridge Inspection ReportInspection Date: October 23, 2017

Overloads ObservedNo overload vehicles observed during this inspection.

Notes to Next InspectorThe BIN plate is on the right side of the begin abutment.2017 Access: Walking.There is soft sticky mud along the end abutment, use caution.

2017 - NONE

Improvements Observed

Additional Information

Snow FenceNone

Pedestrian Fence HeightNone

Bin Plate ConditionOK

Scour Critical Rating5 - Foundations stable for conditions; scour within limits



Field Notes

Staff Present During Inspection

Name Title Organization

SCOTT WALTS ATL LU

General Equipment Required for Inspection*

Access Type

13 - Walking

* For span specific equipment requirements refer to the Active Inventory's "Access Needs" tab in BDIS.

Detailed Time & Weather Conditions

Field Date Arrival Departure Temp (F) Weather Conditions

10/23/2017 12:30 PM 02:30 PM 70 MOSTLY CLOUDY

Inspection Times (hours)

10None

No

Time required for travel, inspection and report preparationLane closure usageRailroad flagging time



Element Assessment by Span

Element** Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-5Span Number : 1

BA215 - Reinforced Concrete Abutment 107 ft 83 24 0

BA220 - Reinforced Concrete Pile/Cap Footing 107 ft 15 92

BA227 - Reinforced Concrete Pile 1 each 1

BA312 - Enclosed/Concealed Bearing 14 each 14 0

BA800 - Erosion or Scour 107 ft 27 6 74 0

BA850 - Backwall 74 ft 56 18 0

BA851 - Abutment Pedestal 14 each 9 5 0

EA215 - Reinforced Concrete Abutment 107 ft 85 22 0

EA220 - Reinforced Concrete Pile/Cap Footing 107 ft 107

EA227 - Reinforced Concrete Pile 1 each 1

EA312 - Enclosed/Concealed Bearing 14 each 14 0

EA800 - Erosion or Scour 107 ft 30 26 51 0

EA850 - Backwall 74 ft 51 23 0

EA851 - Abutment Pedestal 14 each 8 6 0

12 - Reinforced Concrete Deck 2116 ft2 1904 212 0

Element Assessment Summary Table

Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 2116 ft2 1904 212 0

107 - Steel Open Girder/Beam 339 ft 259 80 0

215 - Reinforced Concrete Abutment 214 ft 168 46 0

220 - Reinforced Concrete Pile/Cap Footing 214 ft 15 199

227 - Reinforced Concrete Pile 2 each 2

312 - Enclosed/Concealed Bearing 28 each 28 0

330 - Metal Bridge Railing 87 ft 87 0

510 - Wearing Surfaces 1745 ft2 786 959 0

515 - Steel Protective Coating 2210 ft2 1810 320 80 0

800 - Erosion or Scour 214 ft 57 32 125 0

801 - Stream Hydraulics 1 each 1 0

810 - Sidewalk 200 ft2 190 10 0

850 - Backwall 148 ft 107 41 0

851 - Abutment Pedestal 28 each 17 11 0

Element Quantities



General Comments

Element** Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-5510 - Wearing Surfaces 1745 ft2 786 959 0

107 - Steel Open Girder/Beam 339 ft 259 80 0

515 - Steel Protective Coating 1695 ft2 1295 320 80 0

330 - Metal Bridge Railing 87 ft 87 0

515 - Steel Protective Coating 515 ft2 515 0

801 - Stream Hydraulics 1 each 1 0

810 - Sidewalk 200 ft2 190 10 0

Inspection Notes

None

** Elements with a prefix designate the locations of BA-Begin Abutment, BW-Begin Wingwall, EA-End Abutment, EW-EndWingwall, CO-Culvert Outlet, and PR-Pier. No prefix generally indicates the element is part of the superstructure.

Element Condition Notes

TQ CS-1 CS-2 CS-3 CS-4 CS-5Span 1: 107 - Steel Open Girder/Beam-515 - Steel ProtectiveCoating 1695 1295 320 80 0 0

Referenced Photo(s): 4, 5, 6Condition State 3 Note

Referenced Sketch(es): None

2017 – The concrete encasement on bottom of G1 and G14 is cracked with efflorescence for approximately half of theirlength (photo 4). The paint is peeling and rust stained on the exposed bottom flanges of G2, G3, G4, and G9 (photos 5 and6).

TQ CS-1 CS-2 CS-3 CS-4 CS-5Span 1: BA800 - Erosion or Scour 107 27 6 74 0 0

Referenced Photo(s): 1, 2Condition State 3 Note

Referenced Sketch(es): 5

2017 – There is long standing degradation of the stream channel along the begin abutment stem. The footing is exposed atthe left and right sides of the begin abutment while there is soft siltation covering the footing under the center of the bridge.The maximum vertical exposure of the footing is approximately 2 feet near G2 (photos 1 and 2). See the attached ChannelProfile Along Begin Abutment sketch for more details. Readings are taken to the hard surface of the stream channel belowthe layer of siltation. No significant changes since the last inspection.

TQ CS-1 CS-2 CS-3 CS-4 CS-5Span 1: EA800 - Erosion or Scour 107 30 26 51 0 0

Referenced Photo(s): 3Condition State 3 Note


2017 – There is long standing degradation of the stream channel along the right 2/3 of the end abutment stem. There is softsiltation along the right side of the bridge which is covering the footing. The maximum vertical exposure of the footing isapproximately 2 feet near G10 (photo 3). See the attached Channel Profile Along End Abutment sketch for more details.Readings are taken to the hard surface of the stream channel below the layer of siltation. No significant changes since the



last inspection.

TQ CS-1 CS-2 CS-3 CS-4 CS-5Span 1: 801 - Stream Hydraulics 1 0 0 1 0 0

Referenced Photo(s): 3, 7, 8Condition State 3 Note


2017 – See attached Stream Hydraulics Defect History sketch (photos 3, 7, and 8).



17_01_Begin Abutment Footing at Left.JPGPhoto Number: 1 Photo Filename:

Attachment Description:Begin Abutment Footing atLeft

17_02_Right Corner of Begin Abutment.JPGPhoto Number: 2 Photo Filename:

Attachment Description:Right Corner of BeginAbutment

Inspection Photographs



17_03_Waterway Opening from End Right.Photo Number: 3 Photo Filename:

Attachment Description:Waterway Opening fromEnd Right

17_04_Underside of G1 from Begin.JPGPhoto Number: 4 Photo Filename:

Attachment Description:Underside of G1 from Begin



17_05_G2 G3 and G4 from Begin.JPGPhoto Number: 5 Photo Filename:

Attachment Description:G2 G3 and G4 from Begin

17_06_G9 from Begin.JPGPhoto Number: 6 Photo Filename:

Attachment Description:G9 from Begin



17_07_Left Stream Channel from Bridge.JPGPhoto Number: 7 Photo Filename:

Attachment Description:Left Stream Channel fromBridge

17_08_End Right Stream Bank.JPGPhoto Number: 8 Photo Filename:

Attachment Description:End Right Stream Bank



5500859 1 17BD186 Photo Location Plan.jpgSketch Filename:1Sketch Number:

Sketch Description: Photo Location Plan

Inspection Sketches



5500859 17 Stream Hydraulics Defect History.jpgSketch Filename:2Sketch Number:

Sketch Description: Stream Hydraulics Defect History



5500859 17BD226 Channel Cross-Section Readings.jpgSketch Filename:3Sketch Number:

Sketch Description: Channel Cross-Section Readings



5500859 17BD227 Channel Cross-Sections Along Fascias.jpgSketch Filename:4Sketch Number:

Sketch Description: Channel Cross-Sections Along Fascias



5500859 17BD230 Channel Profile Along Begin Abutment.jpgSketch Filename:5Sketch Number:

Sketch Description: Channel Profile Along Begin Abutment



5500859 17BD230 Channel Profile Along End Abutment.jpgSketch Filename:6Sketch Number:

Sketch Description: Channel Profile Along End Abutment



5500859_LOCATION_MAP.JPG

5500859_QUAD_MAP.JPG

Standard Photographs



AbutmentBegin.JPG

AbutmentEnd.JPG



ApproachBegin.JPG

ApproachEnd.JPG



ElevationLeft.JPG

ElevationRight.JPG



FeatureCrossedLeft.JPG

FeatureCrossedRight.JPG



Framing.JPG

TopOfDeck.JPG



WingwallEndRight.JPG


new york state department of transportation general bridge ... · 10/23/2017 · 2017 – the...

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