New York State Department of Transportation Bridge Inspection … · 2015. 5. 29. · 05/29/2015 12:00 PM 04:00 PM 79 Sunny 05/26/2015 12:00 PM 03:00 PM 82 Sunny Page 7 of 24. BIN:

BIN: Locality:QUEENS

No Flags have been issued during this inspection

Number of Spans:

Type of Inspection:

Eugene T. Grant

Date:

FOCH BLVD

Structure Information

Upendra Wagley, P.E. 069000-1

1055640

Inspection Date

City of NEW YORK

This Structure is not a Ramp

Report Reviewed by:

Postings (As of Inspection Date):

May 29, 2015

Approximate Year Built:

Reviewer Signature:

Upendra Wagley

11Feature Carried:

Typical or Main Span Type:

County:

2 - NORTHEAST

Region:

2Structure is wholly or partially owned or maintained by New York State Department of Transportation

Posted Vertical Clearance Under:

Eugene T. Grant, P.E. 073380-1

5.681Computed Condition Rating:

Action Items

There are no vulnerability reviews recommended

November 12, 2015

Not Posted

No Further Investigation Requested

General

Report Printed:

Not Posted

Not Posted

July 17, 2015

Posted Vertical Clearance On:

678I678IX5M11011

Signature Information

No Diving Inspection Requested

Inspection Signature:

General Recommendation:

Bridge Inspection Report

New York State

New York State Inspection Overview

Structure Inspected By:

Date:

02 - Stringer/Multi-Beam or Girder

Department of Transportation

Feature Crossed:1948

Inspector & Reviewer Information

6

Orientation:

Load Posting:

7/16/15 2:29 PM

Page 1 of 24

BIN: 1055640 Bridge Inspection ReportInspection Date: May 29, 2015

Structure RatingsAbutment Elements Begin Abutment End Abutment

4Joint with Deck 46Bearings, Bolts, Pads 64Seat and Pedestals 46Backwall 66Stem (Breastwall) 67Erosion or Scour 79Footings 98Piles 85Recommendation 5

Wingwall Elements Begin Abutment End Abutment7Walls 79Footings 97Erosion or Scour 78Piles 8

Channel ElementsStream Alignment 8Erosion and Scour 8Waterway Opening 8Bank Protection 8

Approach ElementsDrainage 7Embankment 8Settlement 7Erosion 8Pavement 6Guide Railing 8

Page 2 of 24


Span Ratings

Element Sub Element 1 2

Deck Elements Wearing Surface 6 6Curbs 6 6Sidewalks & Fascias 6 6Railings & Parapets 6 6Scuppers & Downspouts 8 8Gratings 8 8Median 8 8

Superstructure Deck Structural 5 5Primary Members 6 6Secondary Members 6 6Paint 5 5Joints 8 8Recommendation 6 6

Pier Bearings, Bolts, Pads 6 8Pedestals 7 8Top of Cap or Beam 7 8Stem Solid Pier 6 8Cap Beam 8 8Pier Columns 8 8Footings 9 8Erosion or Scour 7 8Piles 8 8Recommendation 6 8

Utilities Lighting 7 7Sign Structures 5 5Utilities & Supports 6 6

Page 3 of 24


NBI Deck Condition:

NBI Superstruct Condition:

NBI Substruct Condition:

NBI Channel Condition:

NBI Culvert Condition:

8

8

8

N

N

Federal NBI RatingsFederal Inspection Findings

Special Emphasis RequirementsSpecial Emphasis Inspection RequirementsNon-Redundant/Fracture Critical Members: No

Pin and Hangers: No

Fatigue-Prone Welds: No

Non-Categorized Fatigue-Prone Details: No

NoOther (Specified in Text):

Special Emphasis Detail NotesNone

Special Emphasis Certification:

Special Emphasis Certification

Hands-On Inspection Waived/Exception:

Note:

No

No

Page 4 of 24


Inspection Notes

1. BIN Plate is located at Begin Abutment and is in good condition.

2. Stone facing at both Abutment Stems, Wingwalls and Pier nose were inspected and found tobe in good condition.

3. Debris / Land Use form has been prepared and attached to this report.

4. The underside of the structural deck is covered with SIP forms in all Bays, except for Bay 6and is in satisfactory condition.The Underside of the fascias and concrete deck in Bay 6 werevisualy inspectected and approximately 20% was sounded. No loose concrete was found.

There are no photographs referenced for this commentGENERAL COMMENT

At the top of the deck, the Begin Abutment Joint sealer material over the Westbound lanes ispushed out across the length and shredded for 1.5' long over the right lane. On the Eastboundlanes, there is only minor debris accumulation.

Below the deck, there is sign of leakage on several Bays, as water and rust stains are presenton the Backwall.

Rating is downgraded to 4.

Referenced Photos: 1,2Abutment - Joint with Deck - Begin - Rated 4

At the top of the deck, the End Abutment Joint has minor debris accumulation across its length.The bridge side concrete header has minor edge spalls along the armor angle edge.

Below the deck, there is sign of leakage on several Bays, as water and rust stains are presenton the Backwall.

Rating is downgraded to 4.

Referenced Photos: 2,4Abutment - Joint with Deck - End - Rated 4

The top of the Bridge Seat has pigeon droppings up to 4" high at various locations. Thiscondition can trap moisture and cause deterioration of the Begin Abutment bridge elements.

Referenced Photos: 3Abutment - Seat and Pedestals - Begin - Rated 4

The top of the Bridge Seat has pigeon droppings up to 4" high at various locations. Thiscondition can trap moisture and cause deterioration of the End Abutment bridge elements.

Referenced Photos: 3Abutment - Seat and Pedestals - End - Rated 4

Page 5 of 24


The underside of the structural deck is covered with SIP forms in all Bays, except for Bay 6. TheSIP forms exhibit minor corrosion with leaching efflorescence at scattered locations, mainly inBays 3, 4, 5, 7, and 8.

The Underside of the fascias and concrete deck in Bay 6 were visualy inspectected andapproximately 20% was sounded. No loose concrete was found.

Referenced Photos: 5Span 1-Superstructure - Deck Structural - Rated 5

The Sign Structure attached to Span 1, left fascia, exhibits paint peeling and rust with minorcorrosion on the supporting angles and plates.

Referenced Photos: 6Span 1-Utilities - Sign Structures - Rated 5

The underside of the structural deck is covered with SIP forms in all Bays, except for Bay 6. TheSIP forms exhibit minor corrosion with leching efflorescence at scattered locations, mainly inBays 3, 4, 5, 7, and 8.

The Underside of the fascias and concrete deck in Bay 6 were visualy inspectected andapproximately 20% was sounded. No loose concrete was found.

Referenced Photos: 5Span 2-Superstructure - Deck Structural - Rated 5

The Sign Structure attached to Span 2, right fascia, exhibits paint peeling and rust with minorcorrosion on the supporting angles and plates.

Referenced Photos: 6Span 2-Utilities - Sign Structures - Rated 5

Additional Inspection NotesDiving ReferenceThere was no dive referenced for this inspection.

Overloads ObservedNo overload vehicles were noted during this inspection.

Notes to Next Inspector

There were no notes to the next inspector recorded for this inspection.

No improvements were observed during this inspection.

Improvements Observed

Page 6 of 24


Staff Present During InspectionField Notes

BIN Plate and Fencing information

No Snow Fence.

A Pedestrian Fence is present.

The BIN Plate is in OK condition.

Team Leader: Upendra WagleyAssitant Team Leader: Paul Taveras

Inspection Time & Permit RequirementsTime Required to Inspect Bridge:

Lane Closure Usage:

No railroad flagging required

By Contractor for 9 Hours

11 Hours

Railroad Flagging Time:

Detailed Time & WeatherField Date Arrival Departure Temp (F) Weather Conditions

12:00 PM 04:00 PM 84 Partly Sunny05/27/201512:00 PM 04:00 PM 79 Sunny05/29/201512:00 PM 03:00 PM 82 Sunny05/26/2015

Page 7 of 24


Inspection PhotographsPhoto #1Top of the deck at begin

abutment, looking rightBegin Abutment Jointsealer material over theWestbound lanes is pushedout across the length andshredded for 1.5' long overthe right lane.

15_1055640_0003.jpgPhoto Number: 1 Photo Filename:

Photo #2End abutment, bays 4 and5, looking aheadSigns of leakage asevidenced by water andrust stains on the backwall.Begin abutment similar.

15_1055640_0011.JPGPhoto Number: 2 Photo Filename:

Page 8 of 24


Photo #3End abutment, bay 8,looking ahead and leftAccumulation of pigeondroppings on the bridgeseat. Begin abutment issimilar.


Photo #4Above the deck at endabutment, looking leftEnd Abutment Joint hasminor debris accumulationacross its length. Thebridge side concreteheader has minor edgespalls along the armorangle edge.


Page 9 of 24


Photo #5Span 1, bays 4 and 5,looking aheadSIP forms exhibit minorcorrosion with leachingefflorescence at scatteredlocations. Span 2 is similar.


Photo #6Span 2, right fascia, lookingback and leftThe Sign Structure exhibitspaint peeling and rust withminor corrosion on thesupporting angles andplates. Similar condition onleft fascia of span 1.


Page 10 of 24


Inspection SketchesSketch Filename: 15_BD240 (BIN 1055640).jpg

Sketch Filename: 15_BD240 (BIN 1055640).jpg

Page 11 of 24


Standard Photographs1055640_LOCATION_MAP.JPG

Page 12 of 24


1055640_QUAD_MAP.JPG

Page 13 of 24


AbutmentBegin.JPG

Page 14 of 24


AbutmentEnd.JPG

Page 15 of 24


ApproachBegin.JPG

Page 16 of 24


ApproachEnd.JPG

Page 17 of 24


ElevationLeft.JPG

Page 18 of 24


ElevationRight.JPG

Page 19 of 24


F2andF3CrossedLeft.JPG

Page 20 of 24


F2andF3CrossedRight.JPG

Page 21 of 24


FramingSpan1.JPG

Page 22 of 24


Pier1.JPG

Page 23 of 24


WingwallEndLeft.JPG

Page 24 of 24

Structure InformationStructure RatingsSpan RatingsFederal Inspection FindingsSpecial Emphasis RequirementsInspection NotesGENERAL COMMENTAbutment - Joint with Deck - BeginAbutment - Joint with Deck - EndAbutment - Seat and Pedestals - BeginAbutment - Seat and Pedestals - EndSpan 1-Superstructure - Deck StructuralSpan 1-Utilities - Sign StructuresSpan 2-Superstructure - Deck StructuralSpan 2-Utilities - Sign Structures

Additional Inspection NotesField NotesInspection PhotographsPhoto #1Photo #2Photo #3Photo #4Photo #5Photo #6

Inspection SketchesSketch Filename: 15_BD240 (BIN 1055640).jpg

Standard Photographs1055640_LOCATION_MAP.JPG1055640_QUAD_MAP.JPGAbutmentBegin.JPGAbutmentEnd.JPGApproachBegin.JPGApproachEnd.JPGElevationLeft.JPGElevationRight.JPGF2andF3CrossedLeft.JPGF2andF3CrossedRight.JPGFramingSpan1.JPGPier1.JPGWingwallEndLeft.JPG

Documents

New York State Department of Transportation Bridge Inspection … · 2015. 5. 29. · 05/29/2015 12:00 PM 04:00 PM 79 Sunny 05/26/2015 12:00 PM 03:00 PM 82 Sunny Page 7 of 24. BIN: