Bridge Inspection Report - New York State Department of

Inspection Date: June 14, 2019

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

8

8

8

N

Action Items

Inspector & Reviewer Signature Information

Political Unit:

QUEENS

Number of Spans:

Date:

109TH AVENUE

Thomas Matzerath, P.E. 084493-1

City of NEW YORK

This Bridge is not a Ramp

Approximate Year Built:

Review Signature:

11 - NEW YORK CITY

Feature Carried:

General Type Main Span:

County:

2 - NORTHEAST

Region:

2

Stelios Bertos, P.E. 066628-1

Not Posted

Not Posted

July 16, 2019

Posted Vertical Clearances Match Inventory:

678I678IX5M11018

YesPosted Load Matches Inventory:

Inspection Signature:

General Recommendation:

Date:

4 - Steel (Continuous), 02 - Stringer/Multi-Beam or Girder

Feature Crossed:

1948

6

July 16, 2019

Orientation:

Primary Maintenance Responsibility:

Primary Owner:

Red PIA:

Red:

Yellow:

Safety PIA:

0

0

0

0

Vulnerability Reviews Recommended: Collision, Steel

Further Investigation Requested: NO

Diving Inspection Requested: NO

New York State Department of Transportation

12 - State - Subcontracted to another Party

Non-Structural Condition Observations noted: YES

BIN: 1055660

Report Printed: July 25, 2019 12:03:22 PM

Posted Load in field: Not Posted Inventory On:

Inventory Under:

Processed by :

Yes

Page 1 of 25 Format Version 20190124

BIN: 1055660 Bridge Inspection ReportInspection Date: June 14, 2019

Overloads ObservedNo overload vehicles observed during this inspection.

Notes to Next InspectorNone

None

Improvements Observed

Additional Information

Snow FenceNone

Pedestrian Fence Height5'

Bin Plate ConditionOK

Scour Critical RatingN - Bridge not over waterway.



Field Notes

Staff Present During Inspection

Name Title Organization

Miguel Suriel ATL ATL

Thomas Matzerath TL TL

General Equipment Required for Inspection*

Access Type

13 - Walking

19 - Up to 30 Foot Lift

29 - Lane Closure With Shadow Vehicle

* 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

06/12/2019 09:00 AM 03:00 PM 70 Sunny

06/14/2019 09:00 AM 03:00 PM 70 Sunny

Inspection Times (hours)

1810No

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 85 ft 72 5 8 0

BA220 - Reinforced Concrete Pile Cap/Footing 90 ft 90

BA302 - Compression Joint Seal 85 ft 85 0

BA310 - Elastomeric Bearing 11 each 11 0

515 - Steel Protective Coating 22 ft2 22 0

BA321 - Reinforced Concrete Approach Slab 988 ft2 988 0

BA800 - Erosion or Scour 85 ft 85 0

BA831 - Steel Beam End 11 each 11 0

BA850 - Backwall 85 ft 85 0

Element Assessment Summary Table

Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 11422 ft2 10762 330 330 0

107 - Steel Open Girder/Beam 1430 ft 1070 360 0

210 - Reinforced Concrete Pier Wall 85 ft 85 0

215 - Reinforced Concrete Abutment 170 ft 147 10 13 0

220 - Reinforced Concrete Pile Cap/Footing 350 ft 350

302 - Compression Joint Seal 170 ft 170 0

310 - Elastomeric Bearing 33 each 33 0

321 - Reinforced Concrete Approach Slab 1976 ft2 1976 0

331 - Reinforced Concrete Bridge Railing 270 ft 270 0

510 - Wearing Surfaces 6778 ft2 6778 0

515 - Steel Protective Coating 13408 ft2 12442 622 344 0

800 - Erosion or Scour 420 ft 420 0

810 - Sidewalk 4428 ft2 4018 330 80 0

811 - Curb 270 ft 270 0

830 - Secondary Members 2 each 2 0

831 - Steel Beam End 22 each 22 0

850 - Backwall 170 ft 170 0

851 - Abutment Pedestal 22 each 22 0

852 - Pier Pedestal 11 each 11 0

853 - Wingwall 80 ft 80 0

Element Quantities



Element** Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-5BA851 - Abutment Pedestal 11 each 11 0

BW220 - Reinforced Concrete Pile Cap/Footing 40 ft 40

BW800 - Erosion or Scour 40 ft 40 0

BW853 - Wingwall 40 ft 40 0

PR210 - Reinforced Concrete Pier Wall 85 ft 85 0

PR220 - Reinforced Concrete Pile Cap/Footing 90 ft 90

PR310 - Elastomeric Bearing 11 each 11 0


PR800 - Erosion or Scour 170 ft 170 0

PR852 - Pier Pedestal 11 each 11 0

12 - Reinforced Concrete Deck 5711 ft2 5381 165 165 0




331 - Reinforced Concrete Bridge Railing 135 ft 135 0

810 - Sidewalk 2214 ft2 2014 160 40 0

811 - Curb 135 ft 135 0


Span Number : 2

EA215 - Reinforced Concrete Abutment 85 ft 75 5 5 0

EA220 - Reinforced Concrete Pile Cap/Footing 90 ft 90

EA302 - Compression Joint Seal 85 ft 85 0

EA310 - Elastomeric Bearing 11 each 11 0


EA321 - Reinforced Concrete Approach Slab 988 ft2 988 0

EA800 - Erosion or Scour 85 ft 85 0

EA831 - Steel Beam End 11 each 11 0

EA850 - Backwall 85 ft 85 0

EA851 - Abutment Pedestal 11 each 11 0

EW220 - Reinforced Concrete Pile Cap/Footing 40 ft 40

EW800 - Erosion or Scour 40 ft 40 0

EW853 - Wingwall 40 ft 40 0

12 - Reinforced Concrete Deck 5711 ft2 5381 165 165 0






General Comments

Element** Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-5331 - Reinforced Concrete Bridge Railing 135 ft 135 0

810 - Sidewalk 2214 ft2 2004 170 40 0

811 - Curb 135 ft 135 0


Inspection Notes

1. The BIN plae is located on the begin abutment stem under girder G6. It is in OK condition.

2. There are no changes to the Access, Debris or Electrical forms. The debris form is attached.

3. All stone veneer was inspected and no loose stones were noted.

4. All bays, except Bay #6 are covered with stay-in-place (SIP) forms. No loose concrete was noted on the underside of theexposed deck and overhangs.

5. Vertical clearances were verified.

See vertical clearance sketches for details.

6. Non-structural condition observations have been issued during this inspection.

7. There is a Joint Maintenance Report attached to report.

8. Steel and Collision Vulnerability Assess Reviews are requested in this inspection.

** 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: 12 - Reinforced Concrete Deck 5711 5381 165 165 0 0Span 2: 12 - Reinforced Concrete Deck 5711 5381 165 165 0 0

Referenced Photo(s): 5Condition State 3 Note

Referenced Sketch(es): None

In both spans, < 5% of the underdeck SIP forms exhibit corrosion in scattered locations.TQ CS-1 CS-2 CS-3 CS-4 CS-5

Span 1: 107 - Steel Open Girder/Beam-515 - Steel ProtectiveCoating 6671 6221 300 150 0 0Span 2: 107 - Steel Open Girder/Beam-515 - Steel ProtectiveCoating 6671 6221 300 150 0 0






The girders in both spans exhibit scattered areas of paint that is starting to become ineffective.TQ CS-1 CS-2 CS-3 CS-4 CS-5

Span 1: BA215 - Reinforced Concrete Abutment 85 72 5 8 0 0Span 2: EA215 - Reinforced Concrete Abutment 85 75 5 5 0 0



Both the begin and end abutment stems exhibit full height vertical cracks > 0.05" wide.

Begin abutment: Under Girders G2 to G9.

End abutment: Under Girders G2, G4, G5, Bay #7 & Girder G9.TQ CS-1 CS-2 CS-3 CS-4 CS-5

Span 1: BA302 - Compression Joint Seal 85 0 85 0 0 0Span 2: EA302 - Compression Joint Seal 85 0 85 0 0 0

Referenced Photo(s): 7, 8Condition State 2 Note


Below deck, there is evidence of previous joint leakage on most of the backwall and stem. See photo #7.

Above deck, the joint appears to be in satisfactory condition with minor dirt accumulation in the compression joint seal. Seephoto #8.

TQ CS-1 CS-2 CS-3 CS-4 CS-5Span 1: BA310 - Elastomeric Bearing-515 - Steel ProtectiveCoating 22 0 0 22 0 0Span 1: PR310 - Elastomeric Bearing-515 - Steel ProtectiveCoating 22 0 0 22 0 0

Referenced Photo(s): 3, 9Condition State 3 Note


The bearings exhibit areas of 100% paint loss with minor surface rust and areas of paint that is starting to becomeineffective. See photos #3 & #9.

TQ CS-1 CS-2 CS-3 CS-4 CS-5Span 1: 810 - Sidewalk 2214 2014 160 40 0 0Span 2: 810 - Sidewalk 2214 2004 170 40 0 0



The right sidewalk near Pier #1, in both spans, exhibits full width transverse cracks,up to 1/8" (W).



Category: APPROACH - Other -Light Standards Quantity: 2 Unit: ea

Referenced Element(s): NONE

Referenced Photo(s): 1Referenced Sketch(es): NONEThe lighting standards, designation numbers unknown, located on the left and right sidewalks at the begin approach exhibitsaccess covers not properly secured.

An NSCO has been re-issued for this condition.Category: ATTACHMENTS - Utilities Quantity: 2 Unit: ea


Referenced Photo(s): 2Referenced Sketch(es): NONEThe water main utility pipe, located in Bay #1, is not centered and is bent to the right at the support opening utility hole indiaphragms D3 & D4 adjacent to Pier #1. See photo #2. The pipe appeared stable at the time of inspection and no leakagewas observed.

An NSCO has been re-issued for this condition.Category: CLEANING - Bridge Seat Quantity: 2 Unit: ea


Referenced Photo(s): 3Referenced Sketch(es): 2At both the begin and end (new condition) abutments, there is an accumulation of debris on the bridge seat. The debris doesnot hinder inspection of the bridge elements.

See attached debris form.

An NSCO has been re-issued for this condition except as noted.

Category: OTHER -vegetative growth Quantity: 1 Unit: ea


Referenced Photo(s): 4Referenced Sketch(es): NONEThere is vegetative growth along the end abutment right wingwall which is also covering a horizontal clearance sign.

This is a new NSCO.

Non-Structural Condition Observations



19.IMG_6047.JPGPhoto Number: 1 Photo Filename:

Attachment Description:Location: Begin Approach,Right Side, LightingStandard with UnsecuredCover, Looking Back. Ref.NSCO.


Attachment Description:Location: Span 1, Over Pier#1, Bay #1, Utility Shifted tothe Right, Looking Ahead.Ref. NSCO.

Inspection Photographs




Attachment Description:Location: Begin Abutment,Bay #5, Debris on BridgeSeat and Bearing Condition,Looking Back & Left. Ref.NSCO.


Attachment Description:Location: End Abutment,Right Wingwall, VegetativeGrowth, Looking Left. Ref.NSCO.




Attachment Description:Location: Span 1, Bays #9& #10, SIP Form Corrosion& Girder Paint Condition,Looking Up & Ahead.(Typical Photo).


Attachment Description:Location: Begin AbutmentStem, Under Girder G9, FullHeight Vertical Cracks,Looking Ahead. (TypicalPhoto).




Attachment Description:Location: Begin AbutmentStem, Evidence of PreviousJoint Leakage, LookingBack & Left. (TypicalPhoto).


Attachment Description:Location: End Abutment,Joint with Deck, MinorDebris, Looking Right.(Typical Photo).




Attachment Description:Location: Pier #1, Bearingunder Girder G4, PaintCondition, Looking Ahead &Left.


Attachment Description:Location: Span 2, Near Pier#1, Right Sidewalk,Transverse Cracks, LookingBack.



19_Photo_Location_Plan.jpgSketch Filename:1Sketch Number:

Sketch Description: Photo Location Plan

Inspection Sketches



19.BD240.jpgSketch Filename:2Sketch Number:

Sketch Description: BD240



19_Vertical_Clearance.jpgSketch Filename:3Sketch Number:

Sketch Description: Vertical Clearance



2019 JMRR for Bin 1055660_Page_1.jpgSketch Filename:4Sketch Number:

Sketch Description: JMRR Page 1



2019 JMRR for Bin 1055660_Page_2.jpgSketch Filename:5Sketch Number:

Sketch Description: JMRR Page 2



1055660_LOCATION_MAP.JPG

1055660_QUAD_MAP.JPG

Standard Photographs



AbutmentBegin.jpg

AbutmentEnd.jpg



ApproachBegin.jpg

ApproachEnd.jpg



ElevationLeft.jpg

ElevationRight.jpg



F2_F4CrossedSpan2Left.JPG

F2_F4CrossedSpan2Right.JPG



F3_F4CrossedSpan1Left.JPG

F3_F4CrossedSpan1Right.JPG



FramingSpan1.jpg

Pier1.jpg


Documents

Bridge Inspection Report - New York State Department of