inspection date: 10/25/2011 rc: 43 bin: 1070900 bridge ratings · 25/10/2011 · rc: 43 bin:...

Carried: 15A 15A43041228 Crossed: 390I 390I43031142 CheckValue: 1,770,102,112

RC: 43 BIN: 1070900 Bridge Ratings

Inspection Date: 10/25/2011

Inspection Agency: 10 - NYSDOT Type of Inspection: 1 - BIENNIALGTMS: A02 -- Unpainted Steel - Stringer/Multi-Beam or GirderPOSTINGS: See Gen Rec for Postings at time of inspection.Further Investigation Needed: NoState Highway Number: 494 Milepoint: 34.16 AADT/Yr: 27099 / 2008Orientation: 1 - North Political Unit: 0092 - Town of BRIGHTON Year Built: 1981Total Spans: 1 Ramp Bridge Attached To Span: NA BIN: NAGeneral Recommendation: 5 Computed Condition Rating: 5.094

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

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

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

Number of Flags Issued: RED: 0 Yellow: 0 Safety: 4

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: 1,770,102,112 Date: 10/25/2011

William A. Himes,PE () (Inspector ID:4000051)

Signed copy of this inspection report is available

in the appropriate NYSDOT Regional Office

Reviewed By: Date: 1/9/2012

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

Signed copy of this inspection report is available

in the appropriate NYSDOT Regional Office

RC: 43 BIN: 1070900 Span Ratings



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

Superstructure Ratings: 001 Structural Deck 6 Primary Members 6 Secondary Members 5 Paint 3 Joints 8 Recommendation 5

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 4 Sign Structure 6 Utilities and Support 4

Field Notes:Field Date Arrival Departure Temp (C) Temp (F) Weather Conditions 8/15/2011 10:00:00 AM 2:30:00 PM 75 cloudy8/16/2011 10:00:00 AM 2:00:00 PM 74 sunny10/25/2011 1:40:00 PM 2:15:00 PM 40 sunny

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RC: 43 BIN: 1070900 Inspection Notes



Note ID: 4D1110709000003 Beg Abut -- Abutment: Joint with Deck -- Rated 6, Was 4 End Abut -- Abutment: Joint with Deck -- Rated 7, Was 3 Referenced Photos: "6" Begin and end joints have been replaced since 2009.

Note ID: 4D1110709000004 Beg Abut -- Abutment: Bearings, Bolts, Pads -- Rated 4, Was 4 Referenced Photos: "7" All begin abutment bearings are rusted with rust flaking. Bearings 1, 2, 3, 9 and 10 have there pads squeezing out and rate 4. All other bearings would rate a 5 or 6.

Note ID: 4D1110709000005 Beg Abut -- Abutment: Seats and Pedestals -- Rated 4, Was 4 Referenced Photos: "8" Begin abutment pedestal 9 is spalled at its top left and top right edges up to 4" deep with rusted rebar exposed. The spalling is up to the edges of the bearing but no undermining is present. This pedestal rates 4 and all others rate a 5 or higher.

Note ID: 4D1110709000007 Approaches: Drainage -- Rated 5, Was 4 Referenced Photos: "9" All drainage inlets are clear today. Uprate to 5.

Note ID: 4D1110709000006 Approaches: Pavement -- Rated 4, Was 4 Referenced Photos: "10" End asphalt approach pavement is worn, cracked and uneven and rates 4. The begin approach pavement rates 7. Both concrete approach slabs have some cracking and are worn smooth with exposed aggregate and rate 5.

Note ID: 4D1110709000008 Approaches: Guide Railing -- Rated 4, Was 3 Referenced Photos: "11" The end left rail has been repaired and is no longer a safety flag condition. However, there is still a cracked weld between rail sections snd posts are crooked. End left rates 4 while other quadrants rate higher.

Note ID: 4D1110709000002 Span 001 -- Deck Elements: Sidewalks, Fascias -- Rated 3, Was 4 Referenced Photos: "3", "4", "5" The left fascia is cracked longitudinally over its top 3" on its begin half. There are six areas, less




Note ID: 4D1110709000002 - continued than 3' long, with 1" to 2" of spalling. The right sidewalk has a 5' x 10' spall to rebar on the walking surface. See safety flag 4D110085. The right fascia is cracked and spalled with pieces of loose concrete on its top corner and under the rail throughout its length. See safety flag 4D110086. The right sidewalk rates 3, both fascias rate 4 and the left sidewalk rates 5.

Note ID: 4D1110709000009 Span 001 -- Superstructure: Paint -- Rated 3, Was 3 Referenced Photos: "12" Rusting A588 steel is covered for about a third of its area with flaking dime-sized and larger. These areas are concentrated under abutments and over travel lanes. At end right, some rusting with section loss and orangy steel is present on diaphragms.

Note ID: 4D1110709000000 Span 001 -- Utilities: Lighting -- Rated 4, Was 5 Referenced Photos: "1", "2" The traffic control boxes at begin left and end right have exposed wires in the rusty conduit leading into the pole. See safety flag 4D110083.

Note ID: 4D1110709000001 Span 001 -- Utilities: Lighting -- Rated 4, Was 5 Referenced Photos: "1", "2" On the end left approach, pole 47 has a missing handhole cover with exposed wires inside the pole. See safety flag 4D110084.

Note ID: 4D111070900000A Span 001 -- Utilities: Utilities and Support -- Rated 4, Was 5 Referenced Photos: "13", "14" In bay 1 at the end abutment, 2 of 8 ducts are disconnected. In bay 9, conduits are heavily rusted with efflorescence at the connection joint. The lower angle of the k-bracing diaphragm is rusted away over its right 3'.

Note ID: 4D111070900000B End Abut -- Abutment: Bearings, Bolts, Pads -- Rated 4, Was 4 Referenced Photos: "15" All end abutment tall rocker-type expansion bearings are over expanded. Also, they are rusted with rust flaking and rust pack under and around the bottoms of the rockers. All bearings rate 4.




Note ID: 4D111070900000B - continued �


RC: 43 BIN: 1070900 Inspection Photos in Photo Number Order


Traffic control box at begin left (typ.)

Photo Number: 1 Photo Filename: 113415.jpg

Location: Pole 47 missing handhole cover





Right sidewalk


Location: Right fascia





Location: Left fascia


Begin joint (typ.)





Begin bearing 2 (typ.)


Begin pedestal 9





End right DI


End approach pavement





End left approach rail


Paint





End abutment, bay 1 utilities


Location: End abutment, bay 9 utilities





End bearing 10



RC: 43 BIN: 1070900 Inspection Sketches in Sketch SysID Order


Sketch ID: 4D1110709000000 Sketch Filename: YF 4C090070 BIN 1070900 REMOVAL.wpd General Sketch for Bridge Referenced Photos: Removal safety flag 4C090070




Sketch ID: 4D1110709000001 Sketch Filename: PhLoc.11 General Sketch for Bridge Referenced Photos: Photo Location Sketch




Sketch ID: 4D1110709000002 Sketch Filename: BD245.11 End Abut -- Abutment: Joint with Deck -- Rated 7, Was 3 Referenced Photos: "6" End Abutment Bearing Measurements

RC: 43 BIN: 1070900 Gen. Rec., Postings, Federal Ratings, etc.



Overall Condition: GENERAL RECOMMENDATION: 5 Computed Condition Rating: 5.094

Problems Requiring Action: NO Further Investigation Needed SAFETY Flag(s) 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: 8 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: 13 Hours Lane Closure Needs: By Contract for 4.5 Hours No Railroad Flagging Required No Pedestrian Fence No Snow Fence The BIN Plate is in OK condition

RC: 43 BIN: 1070900 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 flange gusset plate welds, and utility bracket welds: all inspected hands-on, no cracks detected.

General Notes To the Next Inspector: BIN plate on begin backwall in bay 5

Improvements Observed: Both begin and end joints are new since 2009.


RC: 43 BIN: 1070900 Review Progress and Personnel Present at Inspection


Inspection Submission Status: Submitted to QC Engineer on: 12/23/2011 QC Submission Number: D54114 QC Review Completed: 1/9/2012 QC Engineer: A P. Smith Submitted to Liaison Engineer on: 1/11/2012 Liaison Submission Number: 54123 Liaison Review Completed: 2/14/2012 Liaison Engineer: David P. Van Zanten Submitted for BIIS Processing on: 2/14/2012 BIIS Submission Number: .kp1 Current Status: Keypunched, Sent to BIIS Check Value: 1,770,102,112

Personnel Present During Inspection: William A. Himes - Team Leader Katherine L. Allen - Assistant Team Leader Rick Asselin - MPT Deborah Brown - General help Frank Disalvo - MPT Garfield Jones - MPT Roy Zimmerman - General help

Carried: 15A 15A43041228 Crossed: 390I 390I43031142

RC: 43 BIN: 1070900 Safety Flag 4D110083

Discovery Date: 10/25/2011

Prompt Interim Action Recommended: No Inspector: Himes, William A. Date Discovered: 10/25/2011 Flag Number: 4D110083 Supersedes Flag Number: __________ Bridge Description: BIN: 1070900 Carried: 15A 15A43041228 Crossed: 390I 390I43031142 Region: 4 - Rochester County: 3 - Monroe Political Unit: 0092 - Town of BRIGHTON Residency Code: - N/A Primary Owner: 10 - State Department of Transportation Secondary Owner: 99 - One Agency - Listed in first subfield Primary Maintenance: 10 - State - Highway Maintenance Secondary Maintenance: 99 - One Agency - Listed in first subfield Year Built: 1981 Not Posted For Load Number of Spans by Type: Num Type Description 001 - 213 - Weathering Steel - Plate Girder, Multi-Girder Bridge is wholly or partially owned or maintained by NYSDOT. Description of Flagged Condition: The traffic control boxes at begin left and end right have exposed wires in the rusty conduit leading into the pole. Bridge is oriented N. 2 Photos/Sketches Attached Verbal Notifications: (For RED Flags and Safety Flags with PIA only) To: ____________________ of Regional Office on ________ at ________ Signature: (a signed copy of this report will be placed in the BIN folder) Flagged Bridge Report Completed By: Himes, William A. on 10/26/2011 Flagged Bridge Report Signed By: ______________________________ on ________ Himes, William A. (This PDF Report Created: 2/16/2012 8:49:21 AM)


RC: 43 BIN: 1070900 Safety Flag 4D110083 Attachment


113415.jpg - Attached to Safety Flag 4D110083 Traffic control box at begin left




113417.jpg - Attached to Safety Flag 4D110083 Traffic control box at end right




Prompt Interim Action Recommended: No Inspector: Himes, William A. Date Discovered: 10/25/2011 Flag Number: 4D110084 Supersedes Flag Number: __________ Bridge Description: BIN: 1070900 Carried: 15A 15A43041228 Crossed: 390I 390I43031142 Region: 4 - Rochester County: 3 - Monroe Political Unit: 0092 - Town of BRIGHTON Residency Code: - N/A Primary Owner: 10 - State Department of Transportation Secondary Owner: 99 - One Agency - Listed in first subfield Primary Maintenance: 10 - State - Highway Maintenance Secondary Maintenance: 99 - One Agency - Listed in first subfield Year Built: 1981 Not Posted For Load Number of Spans by Type: Num Type Description 001 - 213 - Weathering Steel - Plate Girder, Multi-Girder Bridge is wholly or partially owned or maintained by NYSDOT. Description of Flagged Condition: On the end left approach, pole 47 has a missing handhole cover with exposed wires inside the pole. Bridge is oriented N. 1 Photos/Sketches Attached Verbal Notifications: (For RED Flags and Safety Flags with PIA only) To: ____________________ of Regional Office on ________ at ________ Signature: (a signed copy of this report will be placed in the BIN folder) Flagged Bridge Report Completed By: Himes, William A. on 10/26/2011 Flagged Bridge Report Signed By: ______________________________ on ________ Himes, William A. (This PDF Report Created: 2/16/2012 8:49:21 AM)




113416.jpg - Attached to Safety Flag 4D110084 Pole 47




Prompt Interim Action Recommended: No Inspector: Himes, William A. Date Discovered: 10/25/2011 Flag Number: 4D110085 Supersedes Flag Number: __________ Bridge Description: BIN: 1070900 Carried: 15A 15A43041228 Crossed: 390I 390I43031142 Region: 4 - Rochester County: 3 - Monroe Political Unit: 0092 - Town of BRIGHTON Residency Code: - N/A Primary Owner: 10 - State Department of Transportation Secondary Owner: 99 - One Agency - Listed in first subfield Primary Maintenance: 10 - State - Highway Maintenance Secondary Maintenance: 99 - One Agency - Listed in first subfield Year Built: 1981 Not Posted For Load Number of Spans by Type: Num Type Description 001 - 213 - Weathering Steel - Plate Girder, Multi-Girder Bridge is wholly or partially owned or maintained by NYSDOT. Description of Flagged Condition: The right sidewalk has a 5' x 10' spall to rebar on the walking surface. Bridge is oriented N. 1 Photos/Sketches Attached Verbal Notifications: (For RED Flags and Safety Flags with PIA only) To: ____________________ of Regional Office on ________ at ________ Signature: (a signed copy of this report will be placed in the BIN folder) Flagged Bridge Report Completed By: Himes, William A. on 10/26/2011 Flagged Bridge Report Signed By: ______________________________ on ________ Himes, William A. (This PDF Report Created: 2/16/2012 8:49:21 AM)




113407.jpg - Attached to Safety Flag 4D110085 Right sidewalk




Prompt Interim Action Recommended: No Inspector: Himes, William A. Date Discovered: 10/25/2011 Flag Number: 4D110086 Supersedes Flag Number: __________ Bridge Description: BIN: 1070900 Carried: 15A 15A43041228 Crossed: 390I 390I43031142 Region: 4 - Rochester County: 3 - Monroe Political Unit: 0092 - Town of BRIGHTON Residency Code: - N/A Primary Owner: 10 - State Department of Transportation Secondary Owner: 99 - One Agency - Listed in first subfield Primary Maintenance: 10 - State - Highway Maintenance Secondary Maintenance: 99 - One Agency - Listed in first subfield Year Built: 1981 Not Posted For Load Number of Spans by Type: Num Type Description 001 - 213 - Weathering Steel - Plate Girder, Multi-Girder Bridge is wholly or partially owned or maintained by NYSDOT. Description of Flagged Condition: The right fascia is cracked and spalled with pieces of loose concrete on its top corner and under the rail throughout its length. Bridge is oriented N. 1 Photos/Sketches Attached Verbal Notifications: (For RED Flags and Safety Flags with PIA only) To: ____________________ of Regional Office on ________ at ________ Signature: (a signed copy of this report will be placed in the BIN folder) Flagged Bridge Report Completed By: Himes, William A. on 10/26/2011 Flagged Bridge Report Signed By: ______________________________ on ________ Himes, William A. (This PDF Report Created: 2/16/2012 8:49:22 AM)




113408.jpg - Attached to Safety Flag 4D110086 Right fascia


RC: 43 BIN: 1070900 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, Small Lift, Lane Closure, Shadow Vehicle ACCESS CATEGORIES FOR SPAN 1 Required: Walking, Small Lift, Lane Closure, Shadow Vehicle


RC: 43 BIN: 1070900 Culvert Measurements


Culvert Measurements NO CULVERT DATA FOR BIN 1070900


RC: 43 BIN: 1070900 Standard Photos

1070900_LOCATION_MAP.JPG



1070900_QUAD_MAP.JPG



AbutmentEnd.JPG



ApproachBegin.JPG



ApproachEnd.JPG



Elevation.JPG



F2CrossedlLeft.JPG



F2CrossedRight.JPG



Framing.JPG

inspection date: 10/25/2011 rc: 43 bin: 1070900 bridge ratings · 25/10/2011 · rc: 43 bin:...

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