Inspection Date: 7/15/2010 RC: 43 BIN: 1050139 Bridge Ratings · Ped 4 is spalled on the right side, 1' by 6" by 1" deep. Rate 5. Ped 5 is spalled to corroded re-bars, full height

Carried: 940T 940T43011023 Crossed: RAMP LB CheckValue: 1,748,442,298

RC: 43 BIN: 1050139 Bridge Ratings

Inspection Date: 7/15/2010

Inspection Agency: 10 - NYSDOT Type of Inspection: 1 - BIENNIALGTMS: 302 -- Steel - Stringer/Multi-Beam or GirderPOSTINGS: See Gen Rec Page 1 for Postings at time of inspection.Further Investigation Needed: NoState Highway Number: 56-3 Milepoint: 2.28 AADT/Yr: 6537 / 2009Orientation: 3 - East Political Unit: 2048 - City of ROCHESTER Year Built: 1974Total Spans: 1 Ramp Bridge Attached To Span: NA BIN: NAGeneral Recommendation: 5 Computed Condition Rating: 4.969

Abutment Ratings: Beg Abut End Abut Joint with Deck 4 4 Bearings, Bolts, Pads 4 5 Seats and Pedestals 5 4 Backwall 4 5 Stem (Breastwall) 6 5 Erosion or Scour 6 7 Footings 9 9 Piles 8 8 Recommendation 5 5

Wingwall Ratings: Beg Abut End Abut Walls 5 5 Footings 9 9 Erosion or Scour 6 7 Piles 8 8

Channel Ratings: Channel Stream Alignment 8 Erosion and Scour 8 Waterway Opening 8 Bank Protection 8

Approach Ratings: Approaches Drainage 4 Embankment 7 Settlement 5 Erosion 6 Pavement 6 Guide Railing 5

Number of Flags Issued: RED: 0 Yellow: 0 Safety: 0

Vulnerability Reviews Recommended: 1=Yes, 2=No, 3=NA, X=NotActive Hydraulic: 3 Overload: X Steel: 2 Collision: 2 Concrete: X Seismic: X

Inspector's Signature: CheckValue: 1,748,442,298 Date: 7/15/2010

Brian P. Till,PE () (Inspector ID:4000045)

Signed copy of this inspection report is available

in the appropriate NYSDOT Regional Office

Reviewed By: Date: 8/17/2010

A P. Smith,PE () (QC ID:4000048)

Signed copy of this inspection report is available

in the appropriate NYSDOT Regional Office

RC: 43 BIN: 1050139 Span Ratings



Deck Element Ratings: 001 Wearing Surface 3 Curbs 5 Sidewalks, Fascias 6 Railings, Parapets 7 Scuppers 8 Gratings 8 Median 5 Mono Deck Surface 3

Superstructure Ratings: 001 Structural Deck 5 Primary Members 7 Secondary Members 6 Paint 5 Joints 8 Recommendation 6

Pier Ratings: 001 Bearings, Bolts, Pads 8 Pedestals 8 Top of Cap or Beam 8 Stem Solid Pier 8 Cap Beam 8 Pier Columns 8 Footings 8 Erosion or Scour 8 Piles 8 Recommendation 8

Utility Ratings: 001 Lighting 7 Sign Structure 8 Utilities and Support 4

Field Notes:Field Date Arrival Departure Temp (C) Temp (F) Weather Conditions 7/15/2010 11:00:00 AM 12:30:00 PM 85 sunny

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RC: 43 BIN: 1050139 Inspection Notes



Note ID: 4C1010501390000 Beg Abut -- Abutment: Joint with Deck -- Rated 4, Was 4 Referenced Photos: "1" Begin abutment joint, both left and right of median, has spalling and cracking of the concrete header with asphalt patching along most of its length. Seal is mostly paved over. Signs of leakage are present below deck.

Note ID: 4C1010501390002 Beg Abut -- Abutment: Bearings, Bolts, Pads -- Rated 4, Was 4 Referenced Photos: "3", "4" Begin abutment bearings 1-4 and 15-16 are heavily rusted with phospor-bronze plates bowed up about 1/4". Bearing 1 is the worst with flaking rust. Bearings 1-4 and 15-16 rate 4 while bearings 5-14 rate higher.

Note ID: 4C1010501390004 Beg Abut -- Abutment: Backwall -- Rated 4, Was 5 Referenced Photos: "3" Begin backwall has scattered cracked in bay 3 thru bay 7.

Note ID: 4C1010501390005 Approaches: Drainage -- Rated 4, Was 3 Referenced Photos: "7", "8" Vegetation is growing along curblines at begin right approach. Curb is depressed adjacent to median at begin right approach. All D.I.'s are open for flow. Drainage rates 4 here and would rate higher elsewhere.

Note ID: 4C1010501390006 Span 001 -- Deck Elements: Wearing Surface -- Rated 3, Was 3 Span 001 -- Deck Elements: Mono Deck Surface -- Rated 3, Was 3 Referenced Photos: "8", "9" The concrete surface is smooth as the traction tining is mostly worn off. In the westbound lanes, there are a half dozen asphalt patches with at least one dimension over 3', and almost another dozen smaller ones. In the eastbound lanes, there are 4 pop-out areas of 1' to 3' in size. There are about 7 partial or full width transverse cracks.

Note ID: 4C1010501390007 Span 001 -- Utilities: Utilities and Support -- Rated 4, Was 5 Referenced Photos: "10" Utilities in bay 1 and 15 are heavily corroded near the backwalls with small rust holes forming at bay 1 at begin and end.

RC: 43 BIN: 1050139 Inspection Notes



Note ID: 4C1010501390001 End Abut -- Abutment: Joint with Deck -- Rated 4, Was 4 Referenced Photos: "2" The end abutment joint seal at right (EB) is worn. The joint at left (WB) has been partially paved over. There is about about 3' of seal material near the center of the WB lanes which is exposed and raised.

Note ID: 4C1010501390003 End Abut -- Abutment: Seats and Pedestals -- Rated 4, Was 4 Referenced Photos: "5", "6" End abutment pedestal 1 is spalled 6" diameter at begin right, 1" deep and rates 5. Ped 4 is spalled on the right side, 1' by 6" by 1" deep. Rate 5. Ped 5 is spalled to corroded re-bars, full height on begin right corner. Rate 4 Ped 6 is spalled 1' diameter at right and rates 5. Ped 7 is spalled on the begin left corner and left side, 4" deep. Rebar at top left is severed due to heavy section loss. Rate 4. Ped 9 is spalled at begin right corner and at begin left corner, in line with left anchor bolt. Rate 4. Ped 10 is spalled on the begin right corner to rusty rebar. Rate 4. Ped 12 is spalled full height on the begin right corner. Rate 4. Ped 13 and 14 are spalled over half of the begin face, about 3' by 1' to rusty rebar. Rate 4. All others rate 6. �


RC: 43 BIN: 1050139 Inspection Photos in Photo Number Order


Begin joint (left of median)

Photo Number: 1 Photo Filename: 104551.JPG

End joint (left of median)





Begin abutment bearing 3 and backwall


Begin bearing 1 at left





End abutment pedestal 5 at right


End abutment pedestal 7 at left





D.I. at begin right approach


Begin right approach and deck





Top of deck (left of median)


End abutment bay 1



RC: 43 BIN: 1050139 Inspection Sketches in Sketch SysID Order


Sketch ID: 4C1010501390000 Sketch Filename: PhLoc.10 General Sketch for Bridge Referenced Photos: Photo locations

RC: 43 BIN: 1050139 Gen. Rec., Postings, Federal Ratings, etc.



Overall Condition: GENERAL RECOMMENDATION: 5 Computed Condition Rating: 4.969

Problems Requiring Action: NO Further Investigation Needed NO Flags Issued

POSTINGS: Inspector Confirmed existing Posting data as correct. Posted Vertical Clearance ON the bridge is: No Posting Posted Vertical Clearance UNDER the bridge is: No Posting No Load Restriction is posted on this bridge

Overloads Observed: NO Overload Vehicles were observed on this bridge

FEDERAL RATINGS: NBI Deck Condition: 4 NBI Superstruct Condition: 7 NBI Substruct Condition: 5 NBI Channel Condition: N NBI Culvert Condition: N

Diving Inspection Needs: Diving Inspection Required? No Date of Last Diving Inspection: No Date

Inventory Problems: Inventory Problems Exist? No

Miscellaneous: Time Required to Inspect Bridge: 7 Hours Lane Closure Needs: By Contract for 1.5 Hours No Railroad Flagging Required No Pedestrian Fence No Snow Fence The BIN Plate is in OK condition

RC: 43 BIN: 1050139 Gen. Rec., Postings, Federal Ratings, etc.



Special Emphasis Inspection Required: Non-Redundant/Fracture Critical Members - No Pin and Hangers - No Fatigue-Prone Welds - Yes Non-Categorized Fatigue-Prone Details - No Other (Specified in Text) - No

Special Emphasis Details: Lower cover plate end weld details.

General Notes To the Next Inspector: BIN plate is on begin stem by Pedestal #9

Improvements Observed:


RC: 43 BIN: 1050139 Review Progress and Personnel Present at Inspection


Inspection Submission Status: Submitted to QC Engineer on: 8/9/2010 QC Submission Number: C5401901 QC Review Completed: 8/17/2010 QC Engineer: A P. Smith Submitted to Liaison Engineer on: 8/18/2010 Liaison Submission Number: 54015 Liaison Review Completed: 9/22/2010 Liaison Engineer: David P. Van Zanten Submitted for BIIS Processing on: 9/23/2010 BIIS Submission Number: .kp1 Current Status: Keypunched, Sent to BIIS Check Value: 1,748,442,298

Personnel Present During Inspection: Brian P. Till - Team Leader Douglas J. Warriner - Assistant Team Leader Palmer Cox - MPT Frank Disalvo - M&PT Garfield Jones - MPT Roy Zimmerman - Inspection


RC: 43 BIN: 1050139 Inspection Access Requirements


Equipment Required for Inspection No Access Requirement Changes Noted During This Inspection. This Listing is from the Inventory Database. ACCESS CATEGORIES FOR ENTIRE BRIDGE Required: Walking, Extension Ladder, Lane Closure, Shadow Vehicle ACCESS CATEGORIES FOR SPAN 1 Required: Walking, Extension Ladder, Lane Closure, Shadow Vehicle


RC: 43 BIN: 1050139 Culvert Measurements


Culvert Measurements NO CULVERT DATA FOR BIN 1050139

Carried: 940T 940T43011023 Crossed: RAMP LB

RC: 43 BIN: 1050139 Standard Photos

1050139_LOCATION_MAP.JPG



1050139_QUAD_MAP.JPG



AbutmentBegin.jpg



AbutmentEnd.jpg



ApproachBegin.jpg



ApproachEnd.jpg



ElevatonLeft.jpg



Framing.jpg



RampLB Left.jpg



RampLB Rt.jpg

Documents

Inspection Date: 7/15/2010 RC: 43 BIN: 1050139 Bridge Ratings · Ped 4 is spalled on the right side, 1' by 6" by 1" deep. Rate 5. Ped 5 is spalled to corroded re-bars, full height