nys dot trolley blvd bridge inspection, 11-17-2014

7/21/2019 NYS DOT Trolley Blvd Bridge Inspection, 11-17-2014

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Carried: 390 390 43011009 Crossed: TROLLEY BOULEVARD CheckValue: 1,829,015,406

RC: 43 BIN: 1062542

Bridge Ratings

Inspection Date: 11/17/2014

Inspection Agency: 13 - Consultant Type of Inspection: 1 - BIENNIAL

GTMS: 302 -- Steel - Stringer/Multi-Beam or Girder

POSTINGS: See Gen Rec Page 1 for Postings at time of inspection.Further Investigation Needed: No

State Highway Number: 67-9 Milepoint: 1.05 AADT/Yr: 48935 / 2012

Orientation: 1 - North Political Unit: 0316 - Town of GATES Year Built: 1971

Total Spans: 4 Ramp Bridge Attached To Span: NA BIN: NA

General Recommendation: 3 Computed Condition Rating: 3.578

Abutment Ratings: Beg Abut End Abut

Joint with Deck 8 8Bearings, Bolts, Pads 3 4Seats and Pedestals 6 4

Backwall 3 5Stem (Breastwall) 8 8Erosion or Scour 5 4Footings 9 9Piles 8 8Recommendation 4 4

Wingwall Ratings: Beg Abut End AbutWalls 5 5Footings 9 9Erosion or Scour 5 4Piles 8 8

Channel Ratings: Channel

Stream Alignment 8Erosion and Scour 8Waterway Opening 8Bank Protection 8

Approach Ratings: Approaches

Drainage 5Embankment 6

Settlement 5Erosion 5Pavement 4Guide Railing 3

Number of Flags Issued:

RED: 1 Yellow: 3 Safety: 2

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: 1,829,015,406 Date: 11/17/2014

Leo M. Campagna,PE () (Inspector ID:4110041)

Signed copy of this inspection report is available

in the appropriate NYSDOT Regional Office

Reviewed By: Date: 12/11/2014

Michael J. Peters,PE () (QC ID:4110051)

Signed copy of this inspection report is availablein the appropriate NYSDOT Regional Office


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RC: 43 BIN: 1062542

Span Ratings



Deck Element Ratings: 001 002 003 004 Wearing Surface 5 5 5 5

Curbs 4 4 5 4Sidewalks, Fascias 4 4 4 4Railings, Parapets 5 5 5 5Scuppers 8 8 8 8Gratings 8 8 8 8Median 8 8 8 8Mono Deck Surface 8 8 8 8

Superstructure Ratings: 001 002 003 004

Structural Deck 4 3 3 4Primary Members 4 4 4 4Secondary Members 5 5 5 5Paint 3 3 3 3Joints 2 2 2 8Recommendation 4 3 3 4

Pier Ratings: 001 002 003 004 Bearings, Bolts, Pads 3 3 3 8Pedestals 3 3 3 8Top of Cap or Beam 5 4 4 8Stem Solid Pier 8 8 8 8Cap Beam 3 4 3 8Pier Columns 4 4 3 8Footings 9 9 9 8Erosion or Scour 6 6 6 8Piles 8 8 8 8Recommendation 3 4 3 8

Utility Ratings: 001 002 003 004

Lighting 8 4 8 8Sign Structure 3 8 8 8Utilities and Support 8 8 8 8

Field Notes:Field Date Arrival Departure Temp (C) Temp (F) Weather Conditions10/21/2014 2:00:00 PM 5:00:00 PM 55 light rain10/24/2014 12:30:00 PM 4:30:00 PM 53 mostly sunny11/13/2014 8:00:00 AM 12:00:00 PM 42 cloudy11/17/2014 8:30:00 AM 10:30:00 AM 35 snow


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RC: 43 BIN: 1062542

Inspection Notes



Note ID: 4K1410625420030

General Note for Bridge Referenced Photos:

2014 - All S.E. items were given 100% hands on inspection and no defects were detectedexcept as spelled out in report. (1) Category E welds at ends of partial length cover plates; (2) >25% section loss to fascia girder webs at Pier support. (L. M. Campagna PE # 044297)

Note ID: 4K1410625420005

Beg Abut -- Abutment: Bearings, Bolts, Pads -- Rated 3, Was 3

Referenced Photos: "1", "2" 2014 - Begin: Construction is steel sliding plate type with bronze sheet. All bearings are heavily

rusted and appear frozen in contracted position. G-7 bearing is most contracted to about 1/2"past edge of masonry plate. (Photo 2) The G-5 & G-6 bearings have their left anchor boltsheared. (Photo 1) The other bearings are only in slightly better condition. All bearings warrant a3 Rating.

Note ID: 4K1410625420009

Beg Abut -- Abutment: Backwall -- Rated 3, Was 3 Referenced Photos: "5" 2014 - Begin: Backwall is spalled about 16' wide by 3' high by 4" deep with exposed rebar

between G-2 and G-4. (Photo 5) Upper part in this area is sheared off about 6" deep. Othersmaller spalls were noted near right side. Balance is mostly intact. A 3 Rating is warranted.

Note ID: 4K141062542000A

Approaches: Drainage -- Rated 5, Was 4

Referenced Photos: "8" 2014 - (Photo 8) Broken up begin right curb around radius near bridge is now rated with curbs per

new manual. No other significant drainage problem was noted so Rating is raised to 5 in allquadrants.

Note ID: 4K1410625420028

Approaches: Pavement -- Rated 4, Was 5 Referenced Photos: "9", "10", "50"

2014 - Asphalt concrete pavement at begin and end of bridge has alligator cracking progressingto breaking up of pavement. (Full width x 2' long) Scattered small potholes were noted in theselocations. In addition a few spots near right side at end has mud pumping out of pavement. Therewas also moderate alligator cracking along lane line on begin & end approach. A high 4 iswarranted.

Note ID: 4K1410625420000

Approaches: Guide Railing -- Rated 3, Was 3

Referenced Photos: "8", "11", "12", "13", "14", "15", "45", "46" 2014 - Approach rail has significant damage or deterioration at all 4 quadrants. Safety Flag


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RC: 43 BIN: 1062542

Inspection Notes



Note ID: 4K1410625420000 - continued

4K140050 is included for condition. (Supersedes SF 4B130120) Construction is galvanized box beam on weak posts with transition to 2 tube bridge rail.

Approach box beam rail is damaged or deteriorated at the following locations:(1) Begin Right: Posts 1 through 4 from bridge rail transition are bent over & detached from boxbeam. Box beam is kinked in this area with rust holes near rail splice. (Photos 8 & 45)

(2) Begin Left: Most of rail run is affected by impact damage. Box beam is torn near bridge. Post5 from bridge is bent & disconnected from box beam. Posts 23 through 26 & post 32 are bent &disconnected from box beam leaving about 30' of rail unsupported. (Photos 11, 12 & 13)

(3) End Right: Box beam adjacent to bridge is heavily rusted with holes in bottom for 10' to 15'length. There are also rust holes in vertical faces at rail splices. (Photos 14 & 15)

(4) End Left: Box beam adjacent to bridge is heavily rusted with holes in bottom for about 4'length. Box beam terminus section also has bottom rust hole about 1' length.(Photo 46)

Note ID: 4K141062542000B

Span 001 -- Deck Elements: Curbs -- Rated 4, Was 4 Span 002 -- Deck Elements: Curbs -- Rated 4, Was 4 Referenced Photos: "8", "16" 2014 - Right side curb is pushed out up to 3" over Pier 1 jont at end Span 1 & begin Span 2.

(Photo 16) Curb on begin approach is also now rated here per new manual. Curb is settled andshifted at radius near bridge. (Photo 8) A 4 Rating is warranted for right curb. Left side curbwould Rate 5.

Note ID: 4K141062542000D

Span 001 -- Deck Elements: Sidewalks, Fascias -- Rated 4, Was 4 Referenced Photos: "47" 2014 - Span 1: Vertical face of left fascia is spalled 2 to 3 inches deep over about 10% of span

length. Top of fascia & sidewalk is spalled within 2' of pier joints 1 & 3. Right fascia is crackedwith efflorescence along its length. There is a 2' long by 6" high spall at Pier 1 joint. (Photo 47)Pier joint is compromised by spall. Left & right fascia both warrant a 4 Rating.

Note ID: 4K1410625420010

Span 001 -- Superstructure: Structural Deck -- Rated 4, Was 4 Span 004 -- Superstructure: Structural Deck -- Rated 4, Was 4

Referenced Photos: "21" 2014 - Spans 1 & 4: Underside of deck has dampness, leakage staining, mapcracking withefflorescence, and a scattered areas of delamination. A 4 Rating is warranted for both spans.

(See Deck Sketch)

Note ID: 4K141062542001D

Span 001 -- Superstructure: Primary Members -- Rated 4, Was 4 Span 002 -- Superstructure: Primary Members -- Rated 4, Was 4

Span 003 -- Superstructure: Primary Members -- Rated 4, Was 4 Referenced Photos: "60", "61", "62", "22", "27", "23", "24", "25", "26" 2014 - The following girder ends are heavily rusted with section loss. Temporary repairs


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RC: 43 BIN: 1062542

Inspection Notes



Note ID: 4K141062542001D - continued

consisting of 3" by 5" steel tubes are welded in place between the flanges on both sides of theweb: (See separate tab for flag 4K140051 details)

(1) Pier 1, span 1, girder 1 has section loss over the height of the web and is bowed slightly tothe left. The temporary repairs are tight to the flanges. (Photo 60)

(2) Pier 1, span 1, girder 7 has section loss over the height of the web. The temporary repairs aretight to the flanges.(Photo 61)

(3) Pier 1, span 2, girder 1 has section loss over the height of the web. The temporary repairs aretight to the flanges. (Photo 60)

(4) Pier 1, span 2, girder 7 has section loss over the height of the web. The temporary repairs aretight to the flanges.(Photo 61)

(5) Pier 2, span 2, girder 1 has section loss over the height of the web and is slightly buckled.The temporary repairs are tight to the flanges. (Photo 27)

(6) Pier 2, span 3, girder 7 has section loss over the height of the web and is slightly buckled.The temporary repairs are tight to the flanges. (Photo 22)

(7) Pier 3, span 3, girder 7 has section loss over the height of the web and is slightly buckled.The temporary repairs are tight to the flanges. (Photo 23)No D-Meters possible due to location of temporary supports.

Balance of girders have areas of rusting with some pitting on bottom flange and lower web butare otherwise in fair condition.

Deck supporting diaphragms at piers are also rated here. Heavy joint leakage has resulted inrust, delamination and section loss on diaphragms adjacent to joints. Worst locations are at Pier3 in Bay 1 (Photo 25) & Bay 6 (Photo 26) where very heavy rusting, delamination & section losswas noted. Pier 2 in Bay 1 also had fairly heavy botttom flange & lower web section loss.Diaphragm at Pier 3 in Bay 6 rises to level of a Yellow Flag due to large hole at connection to G-

7. (See Separate tab for YF4K140037 details) Interior diaphragms over pier in somewhat bettercondition.

Note ID: 4K141062542002F

Span 001 -- Superstructure: Primary Members -- Rated 4, Was 4 Span 003 -- Superstructure: Primary Members -- Rated 4, Was 4 Referenced Photos: "60", "61", "62", "22", "23", "24", "25", "26", "27" 2014 - YF4K140037 (Supersedes 4B130124) TP 350 Item 28 Primary Span 3 (Rated 4) Deck supporting diaphragm at end span 3 in Bay 6 is rusted out full height of web at right side.

This amounts to 100% web loss adjacent to connection plate. There is also heavy flange loss at

midpoint of diaphragm. Control for flag is 100% web loss. Bridge is oriented north. YF4K140051 (Supersedes 4B130122) TP 350 Item 28 Primary Rated 4 Seven rusted girder ends are red structural flag conditions due to heavy section loss &

deformation on web over supports. (No D-Meters possible due to location of temporary supports)Each of these locations has two 3"x 5" box beams welded in place as temporary repairs: (Alltemporary supports appeared intact)(1) G-1 @ Pier 1 for Span 1

(2) G-7 @ Pier 1 for Span 1 (3) G-1 @ Pier 1 for Span 2 (4) G-7 @ Pier 1 for Span 2


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RC: 43 BIN: 1062542

Inspection Notes



Note ID: 4K141062542002F - continued

(5) G-1 @ Pier 2 for Span 3 (6) G-7 @ Pier 2 for Span 3 (7) G-7 @ Pier 3 for Span 3 Note: Different photo dates due to special access needs in different spans. Orientation is North.

Note ID: 4K1410625420015

Span 001 -- Superstructure: Paint -- Rated 3, Was 3 Span 002 -- Superstructure: Paint -- Rated 3, Was 3 Span 003 -- Superstructure: Paint -- Rated 3, Was 3 Span 004 -- Superstructure: Paint -- Rated 3, Was 3 Referenced Photos: "62", "26", "21" 2014 - (Photos 21, 26 & 62) Spans 1 through 4: In all spans, paint is missing or peeling over

about 30% of the total area. Condition is worse under and around abutment and pier joints andalso along both flanges where moderate to heavy rust & section loss has developed. Much ofremaining paint has multiple small rust spots.

Note ID: 4K1410625420016

Span 001 -- Superstructure: Joints -- Rated 2, Was 3 Referenced Photos: "47", "51" 2014 - Pier 1: Joint is paved over. surface has partly sealed alligator cracks and scattered small

potholes. (Photo 51) Sealer is completely compromised at right side due to deep spall insidewalk & fascia. (Photo 47) Damp dirt & debris on pier below is evidence of leakage through

joint. Rusting of girders, diaphragms & bearings below is also evidence of long term leakage.During wet snowy day at bridge joint was leaking heavily especially at left & right sides. Rating islowered to 2.

Note ID: 4K1410625420017

Span 001 -- Pier: Bearings, Bolts, Pads -- Rated 3, Was 3 Referenced Photos: "53", "54" 2014 - (Photos 53 & 54) Pier 1: Construction is steel fixed type with rocker bottom for Span 1 &

steel sliding plate type with bronze sheet for Span 2. Expansion bearings are heavily rusted andfrozen in an expanded position. This warrants a 3 Rating. Fixed bearings are heavily rusted withrust pack under the rockers. These would Rate 4.

Note ID: 4K1410625420018

Span 001 -- Pier: Pedestals -- Rated 3, Was 3 Referenced Photos: "55" 2014 - (Photo 55) Pier 1: G-1 pedestal is spalled 36" wide by 11" high by 2 1/2" to 5" deep with

exposed rebar on the left face. Pedestals 2, 4, & 5 are spalled 12" wide by 4" high by 2" deep onthe end side of the span 1 stepped pedestal. Pedestal 7 is spalled to rebar around its right face.


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RC: 43 BIN: 1062542

Inspection Notes




Pedestals 1, 2, 4, & 5 rate 3, Pedestal 7 would rate 4 and Pedestals 3 & 6 would rate 5.

Note ID: 4K141062542002D

Span 001 -- Pier: Top of Cap or Beam -- Rated 5, Was 5 Referenced Photos: "56" 2014 - (Photo 56) Pier 1: There is a moderate buildup of dirt & debris on top of capbeam but

underlying concrete sounds mostly solid. A 5 Rating is considered appropriate.

Note ID: 4K1410625420002

Span 001 -- Pier: Cap Beam -- Rated 3, Was 3 Span 003 -- Pier: Cap Beam -- Rated 3, Was 3 Referenced Photos: "35", "36", "58", "59", "34", "38", "39" 2014 - Pier 1: (Photos 35, 36, 58 & 59) Pier 3: (Photos 34, 38 & 39) Undersides of both

capbeams are spalled as deep as 3" for 75% to nearly 100% of their areas in Column Bays 1 &3. (4 locations total). Rusty reinforcing bars are exposed and some stirrups are rusted through.Adjacent concrete is cracked and delaminated. Yellow Flag 4K140036 is included for condition.

(Supersedes YF4B130123)Faces of cap beams have areas of hollow or delaminated concrete and a few spalls. An overall 3Rating is warranted.

Note ID: 4K1410625420019

Span 001 -- Pier: Pier Columns -- Rated 4, Was 4 Referenced Photos: "66" 2014 - (Photo 66) Pier 1: Column 1 is cracked and delaminated over about half its exposed

height on end and right faces. Column 2 is delaminated over about 10% of its circumference overits top half. Column 4 is spalled 2' high by 2' wide by 2" deep on begin and left faces at the topand is spalled 2 1/2' high by 1 1/2' wide by 2" deep on end face at top. Columns 1, 2, & 4 rate 4while the rest would rate 5.

Note ID: 4K1410625420012

Span 001 -- Utilities: Sign Structure -- Rated 3, Was 4 Referenced Photos: "63"

2014 - (Photo 63) Begin right HCM sign is low & leaning out and back but is still visible tooncoming traffic. Rating is lowered to 3. No flag necessary as rail is continuous & barrels are inplace on approach. Balance of signs would rate 5.

Note ID: 4K141062542000E

Span 002 -- Deck Elements: Sidewalks, Fascias -- Rated 4, Was 4 Referenced Photos: "47", "48" 2014 - Span 2: Vertical face of left fascia is spalled 2 to 3 inches deep over about 10% of the

span length. (Photo 48) Top of fascia & sidewalk is spalled within 2' of pier joints 1 & 3. The rightfascia is spalled at the pier 1 joint for about 10" by 10" by 2 1/2" deep to rebar. (Photo 47) At the


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RC: 43 BIN: 1062542

Inspection Notes



Note ID: 4K141062542000E - continued

end half of the span, there are cracks with efflorescence and some small spalls. Left & rightfascia both warrant a 4 Rating.

Note ID: 4K1410625420011

Span 002 -- Superstructure: Structural Deck -- Rated 3, Was 3 Referenced Photos: "21"

2014 - Span 2: Underside of deck has dampness, leakage staining, mapcracking withefflorescence, and a hollow sounding concrete over 90% of the area in bays 2 through 5. Thiswarrants a 3 Rating. (See Deck Sketch)

Note ID: 4K141062542002B

Span 002 -- Superstructure: Primary Members -- Rated 4, Was 4 Referenced Photos: "22", "27", "60", "61" 2014

Note ID: 4K1410625420003

Span 002 -- Superstructure: Joints -- Rated 2, Was 3 Referenced Photos: "30", "51" 2014 - Pier 2: Joint is paved over. surface has partly sealed alligator cracks and scattered small

potholes. (Photo 51) Damp dirt & debris on pier below is evidence of leakage through joint.Rusting of girders, diaphragms & bearings below is also evidence of long term leakage. Duringwet snowy day at bridge joint was leaking heavily especially at left & right sides. Previously

reported sink hole in asphalt at joint was repaired in 2013. Timber was wedged under joint,braced to top of pier and holes were patched. (Photo 30) A Removal report for Safety Flag4B130121 is included. No holes through joint were noted at time of inspection. Only smallsurface potholes were noted. Rating is lowered to 2.

Note ID: 4K141062542001A

Span 002 -- Pier: Bearings, Bolts, Pads -- Rated 3, Was 3 Referenced Photos: "27"

2014 - (Photo 27) Pier 2: Construction is steel fixed type with rocker bottom for Span 2 & steelsliding plate type with bronze sheet for Span 3. Expansion bearings are heavily rusted and frozenin an expanded position. This warrants a 3 Rating. Fixed bearings are heavily rusted with rustpack under the rockers. These would Rate 4.

Note ID: 4K141062542001B

Span 002 -- Pier: Pedestals -- Rated 3, Was 3 Referenced Photos: "30"

2014 - (Photo 30) G-1 pedestal 1 is spalled 36" wide by 11" high by 2 1/2" deep to exposedrebar on the left face. Pedestal 3 is spalled 30" long by 3" high by 2" deep on the top left corner.


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RC: 43 BIN: 1062542

Inspection Notes



Note ID: 4K141062542001B - continued

Pedestal 4 is spalled and cracked along the begin and right top corners with one exposed rebar.Pedestal 5 is spalled 30" by 8" high by 2 1/2" deep on the right face. Pedestal 6 is spalled 30"long by 10" high by 2 1/2" deep on the right face. Pedestal 7 is spalled 36" wide by 11" high by 21/2" deep to exposed rebar on the right face. Pedestals 1, 3, 5, 6, & 7 rate 3, pedestal 4 wouldrate 4 and pedestals 2 would rate 5.

Note ID: 4K141062542001C

Span 002 -- Pier: Top of Cap or Beam -- Rated 4, Was 5

Referenced Photos: "33", "57" 2014 - (Photos 33 & 57) Pier 2: There is a moderate buildup of dirt & debris on top of capbeam.

Bay 6 has a full width begin top corner spall. (About 4" deep) Balance has scattereddeterioration. A 4 Rating is considered appropriate.

Note ID: 4K141062542001E

Span 002 -- Pier: Cap Beam -- Rated 4, Was 4 Referenced Photos: "37"

2014 - Pier 2: (Photo37) Bottom of cap beam is spalled 18" long by 5' wide by 2 1/2" deep withexposed rebar between columns 2 & 3 at right. The bottom is spalled 3' long by 6' wide by 3"deep with exposed rebar between columns 3 & 4 at right. On the end face, there is an 18" wideby 18" high by 2" deep spall to rebar between pedestals 3 & 4. Other areas have cracks withefflorescence and rust staining. A 4 Rating is warranted.

Note ID: 4K141062542001F

Span 002 -- Pier: Pier Columns -- Rated 4, Was 4

Referenced Photos: "40" 2014 - (Photo 40) Column 1 is spalled 18" wide by 2 1/2" deep over about 80% of the height of

the exposed column on the end and left faces. Column 3 is cracked and delaminated over anarea 8' high by 2' wide on the begin face and at the top of the column at each face. Columns 1 &3 rate 4 and columns 2 & 4 would rate 5.

Note ID: 4K1410625420013

Span 002 -- Utilities: Lighting -- Rated 4, Was 4

Referenced Photos: "64" 2014 - (Photo 64) Light pole 330M at right is missing its handhole cover and has a dent on its

begin face. This warrants a 4 Rating. Balance would Rate 5.

Note ID: 4K141062542000F

Span 003 -- Deck Elements: Sidewalks, Fascias -- Rated 4, Was 4 Span 004 -- Deck Elements: Sidewalks, Fascias -- Rated 4, Was 4 Referenced Photos: "65", "18", "49"

2014 - (Photo 65) Vertical face of Span 3 & 4 left fascia is spalled 2 to 3 inches deep withexposed rusty bars over about 10% of the span length. (Photo 49) The top of fascia & sidewalk


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RC: 43 BIN: 1062542

Inspection Notes



Note ID: 4K141062542000F - continued

is spalled within 2' of pier 3 joint. (Photo 18) Spall has compromised joint sealer. A 4 Rating iswarranted. Right side would Rate 5.

Note ID: 4K1410625420029

Span 003 -- Superstructure: Structural Deck -- Rated 3, Was 3 Referenced Photos: "19", "20" 2014 - Span 3: Underside of deck has dampness, leakage staining, mapcracking with

efflorescence, and a hollow sounding concrete over 90% of the area in bays 2 through 5. (Photo

19) This warrants a 3 Rating. One area over traffic lane had a dead sound indicating coverconcrete was separated from main deck & bars above. Safety Flag K0140038 is included withreport. About 50 sf of deck bottom concrete is delaminated. Location is in Bay 4 over edge ofwestbound lane & adjacent shoulder. (Photo 20) Concrete sounds very dull under hammer blowsindicating cover concrete is separated at rebar level. This large section could fall onto traffic lanebelow.(See Deck Sketch)

Note ID: 4K141062542002A

Span 003 -- Superstructure: Joints -- Rated 2, Was 3 Referenced Photos: "18", "34", "52" 2014 - Pier 3: Joint is paved over. surface has partly sealed alligator cracks and scattered small

potholes. (Photo 52) Sealer is partly compromised at left side due to spall in sidewalk & fascia.(Photo 18) Damp dirt & debris on pier below is evidence of leakage through joint. Rusting ofgirders, diaphragms & bearings below is also evidence of long term leakage. During wet snowyday at bridge joint was leaking heavily especially at left & right sides. Previously reported sinkhole in asphalt at joint was repaired in 2013. Timber was wedged under joint, braced to top ofpier and holes were patched. (Photo 34) A Removal report for Safety Flag 4B130121 is included.No holes in joint were noted at time of inspection. Rating is lowered to 2.

Note ID: 4K1410625420021

Span 003 -- Pier: Bearings, Bolts, Pads -- Rated 3, Was 3 Referenced Photos: "27", "28", "29" 2014 - (Photos 27, 28 & 29) Pier 3: Construction is steel fixed type with rocker bottom for Span

1 & steel sliding plate type with bronze sheet for Span 2. Expansion bearings are heavily rustedand frozen in an expanded position. This warrants a 3 Rating. Fixed bearings are heavily rustedwith rust pack under the rockers. These would Rate 4.

Note ID: 4K1410625420022

Span 003 -- Pier: Pedestals -- Rated 3, Was 3 Referenced Photos: "31", "32" 2014 - (Photos 31 & 32) Pier 3: G-1 pedestal is spalled 21" by 6" by 2" to exposed rebar at the

begin bottom corner. Pedestal 7 is spalled 27" by 6" by 6" with completely exposed rebar withabout 10% section loss. The spall is within 1" of the corner of the bearing. Pedestal 7 rates 3,


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RC: 43 BIN: 1062542

Inspection Notes




Pedestal 1 would rate 4 and rest would rate 5.

Note ID: 4K141062542002E

Span 003 -- Pier: Top of Cap or Beam -- Rated 4, Was 5 Referenced Photos: "34" 2014 - (Photo 34) Pier 3: There is a moderate buildup of dirt & debris on top of capbeam. Bay 1

has a full width begin top corner spall. (About 5" deep) Balance has scattered deterioration. A 4Rating is considered appropriate.

Note ID: 4K1410625420004

Span 003 -- Pier: Pier Columns -- Rated 3, Was 3 Referenced Photos: "41", "42", "43", "44" 2014 - Pier 3: Columns 1 (Photos 42 & 43) and 4 (Photos 41 & 44) are spalled up to 3" deep for

a 2'- to 3'-wide strip for their full heights. These strips are located at left on column 1 and at beginright on column 4. Spalls are surrounded by a 1'- to 2'-wide strip on each side of cracked andhollow concrete. Rusty reinforcing bars are exposed at spalls. Hoop bars have an average of

50% section loss, and two consecutive hoop bars near mid-height on column 4 are severed.Vertical bars appear to have 10% to 20% section loss at spalls. Both these columns warrant a 3Rating. Yellow Flag 4K140035 is included for condition. (Supersedes YF4B130125) Column 2has full height vertical cracking and an area of delaminated concrete with a small spall on endface near bottom. This would Rate 4. Column 3 would Rate 5.

Note ID: 4K141062542000C

Span 004 -- Deck Elements: Curbs -- Rated 4, Was 4

Referenced Photos: "17" 2014 - Right side curb is pushed out 2' to 3" for 3' length at end span. (Photo 17) Right curb

warrants a 4 Rating. Left side curb would Rate 5.

Note ID: 4K141062542002C

Span 004 -- Superstructure: Primary Members -- Rated 4, Was 4 Referenced Photos: "3" 2014 - (Photo 3) Girders at end abutment are rusted with some delamination & minor section

loss. Girders supported by Pier 3 at begin Span 4 are rusted with delamination and section lossbut condition is less severe than in Spans 1 through 3. Fascia girders have > 25% web loss atpier support but do not rise to level of a flag. A 4 Rating is warranted.

Note ID: 4K1410625420006

End Abut -- Abutment: Bearings, Bolts, Pads -- Rated 4, Was 4 Referenced Photos: "3" 2014 - End: Construction is low steel fixed type with rocker bottom. All bearings are rusted with

delamination. Pack rust under rockers may impede rotation. The G-4 & G-5 Bearings havesheared right anchor bolts. (Photo 3) All of the bearings warrant a 4 Rating.


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RC: 43 BIN: 1062542

Inspection Notes




Note ID: 4K1410625420007

End Abut -- Abutment: Seats and Pedestals -- Rated 4, Was 4 Referenced Photos: "4" 2014 - End: Pedestal 2 begin top corner is spalled full width x up to 6" high by 2 1/2" deep with

exposed rusty rebar. (Photo 4) No infringement on bearing was noted. This warrants a 4 Rating.Balance of pedestals would Rate 5. Stub abutment has no ratable bridge seat.

Note ID: 4K1410625420027

End Abut -- Abutment: Backwall -- Rated 5, Was 5 Referenced Photos: "6" 2014 - End: About 8 sf of backwall near top is hollow or delaminated near G-5. (Photo 6) Other

locations have small hollow sections. No spalls have started yet so a low 5 Rating is stillconsidered appropriate.

Note ID: 4K1410625420008 End Abut -- Abutment: Erosion or Scour -- Rated 4, Was 4 Referenced Photos: "7" 2014 - End: Concrete block paving are disintegrating and eroding away under both fascias.

(Photo 7) Portion involved is about 20% of total paved area. This warrants a 4 Rating.

Note ID: 4K1410625420014

End Abut -- Wingwalls: Erosion or Scour -- Rated 4, Was 4 Referenced Photos: "7" 2014 - End: Concrete block paving in front of left wing wall is disintegrating and eroding away.

Surface is also overgrown with weeds for most of slope. (Photo 7) This warrants a 4 Rating.


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RC: 43 BIN: 1062542

Inspection Photos in Photo Number Order


Abutment Begin Bearing

5

Photo Number: 1 Photo Filename: 14_01_AbutBeg_Be

Abutment Begin Bearing7

Photo Number: 2 Photo Filename: 14_02_AbutBeg_Be


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Abutment Begin

Backwall Bearing 3

Photo Number: 5 Photo Filename: 14_05_AbutBeg_Ba

Abutment End BackwallNear G5

Photo Number: 6 Photo Filename: 14_06_AbutEnd_Ba


16/85


RC: 43 BIN: 1062542



Abutment End Erosion

Photo Number: 7 Photo Filename: 14_07_AbutEnd_Er

Approach Rail BeginRight (Note shiftedapproach curb)

Photo Number: 8 Photo Filename: 14_08_ApprRail_Be

RC 3 BIN 062 2I i D / /20


17/85


RC: 43 BIN: 1062542



Approach Pavment Begin

Photo Number: 9 Photo Filename: 14_09_ApprPav_Be

Approach Pavment End

Photo Number: 10 Photo Filename: 14_10_ApprPav_E

RC 43 BIN 1062542I ti D t 11/17/2014


18/85


RC: 43 BIN: 1062542



Approach Rail Begin Left

Photo Number: 11 Photo Filename: 14_11_ApprRail_B



RC: 43 BIN: 1062542Inspection Date: 11/17/2014


19/85


RC: 43 BIN: 1062542





Approach Rail End Right

Photo Number: 14 Photo Filename: 14_14_ApprRail_E



20/85


RC: 43 BIN: 1062542



Approach Rail End Right


Curb Span 1 and Span 2Right

Photo Number: 16 Photo Filename: 14_16_Curb_Span



21/85


RC: 43 BIN: 1062542



Curb End Right

Photo Number: 17 Photo Filename: 14_17_Curb_EndR

Fascia Span 4 Leftside

Photo Number: 18 Photo Filename: 14_18_Fasc_Span



22/85


RC: 43 BIN: 1062542



Deck Span 3 Bays 3, 4,

and 5 Over East BoundLanes

Photo Number: 19 Photo Filename: 14_19_Deck_Span

Deck Span 3 End Bays3, and 4 over west boundtravel lanes




23/85


RC: 43 BIN: 1062542



Deck Span 4 (Typical

Span 1)


Pier 2 G7 PrimaryMember and Fascia

Photo Number: 22 Photo Filename: 14_22_Pier2_G7_



24/85



p

Primary Members Pier 3

G7

Photo Number: 23 Photo Filename: 14_23_PM_Pier3_

Primary memberdiaphragm Pier 3 Span 3G7




25/85



p

Primary Member

diaphragm Pier 3 Span 3G1


Primary Member PaintSpan 3 Bay 6

Photo Number: 26 Photo Filename: 14_26_PM_Paint_



26/85



Pier 2 G1 Bearings And

Primary Members


Pier 3 G3 Bearings




27/85



Pier 3 G5 Bearings


Pier 2 G3 Pedestal

Photo Number: 30 Photo Filename: 14_30_Pier2_Ped_



28/85



Pier 3 Pedestal 1

Photo Number: 31 Photo Filename: 14_31_Pier3_Ped1

Pier 3 Pedastal 7




29/85



Pier 2 Top of Cap Beam

Bay 2

Photo Number: 33 Photo Filename: 14_33_Pier2_Topo

Pier 3 Top of Cap BeamBay 1

Photo Number: 34 Photo Filename: 14_34_Pier3_Top_



30/85



Pier 1 Bay 1 Cap Beam

Photo Number: 35 Photo Filename: 14_35_Pier1_Bay1



RC: 43 BIN: 1062542

I ti Ph t i Ph t N b O d



31/85




Photo Number: 37 Photo Filename: 14_37_Pier2_ Bay



RC: 43 BIN: 1062542

I ti Ph t i Ph t N b O d



32/85





Pier 2 Column 1

Photo Number: 40 Photo Filename: 14_40_Pier2_Col1

RC: 43 BIN: 1062542




33/85



Pier 3 Column 4


Pier 3 Column 1

Photo Number: 42 Photo Filename: 14_42_Pier3_Col 1

RC: 43 BIN: 1062542




34/85



Pier 3 Column 1


Pier 3 Column 4 UpClose


RC: 43 BIN: 1062542




35/85



Approach Rail Begin

Right


Approach Rail End Left


RC: 43 BIN: 1062542




36/85



Fascia At Pier 1

Rightside

Photo Number: 47 Photo Filename: 14_47_Fasc_Pier1



RC: 43 BIN: 1062542




37/85





Approach PavementBegin

Photo Number: 50 Photo Filename: 14_50_Joint_Beg_

RC: 43 BIN: 1062542




38/85


p

Joint Over Pier 2

Scattered small surfacepotholes noted (TypicalPier 1)

Photo Number: 51 Photo Filename: 14_51_Joint_Pier2

Joint over Pier 3

Photo Number: 52 Photo Filename: 14_52_Joint_Pier3

RC: 43 BIN: 1062542




39/85


p

Pier 1 Bearing G5

Photo Number: 53 Photo Filename: 14_53_Pier1_Beari

Pier 1 G3 Bearings


RC: 43 BIN: 1062542




40/85


Pier 1 Pedestal 7 Right

Side


Pier 1 Top of Cap BeamBay 7


RC: 43 BIN: 1062542




41/85


Pier 2 Top of Cap Beam

Bay 6


Pier 1 Cap Beam

Photo Number: 58 Photo Filename: 14_58_Pier1_Cap

RC: 43 BIN: 1062542




42/85


Pier 1 Cap Beam Right

Side

Photo Number: 59 Photo Filename: 14_59_Pier1_Cap

Primary Member Pier 1G1


RC: 43 BIN: 1062542




43/85


Primary Member Pier 1

G7


Primary Member Span 1G1 End Span

Photo Number: 62 Photo Filename: 14_62_PM_Span1

C i d 390 390 43011009 C d TROLLEY BOULEVARD Ch kV l 1 829 015 406

RC: 43 BIN: 1062542




44/85


Sign Structure BeginRight

Photo Number: 63 Photo Filename: 14_63_Sign_BegRt

Light Span 2 Right side

Photo Number: 64 Photo Filename: 14_64_Light_Span

Carried: 390 390 43011009 Crossed: TROLLEY BOULEVARD CheckValue: 1 829 015 406

RC: 43 BIN: 1062542




45/85


Fascia Span 3 Left Side


Pier 1 Column 3 and 4


Carried: 390 390 43011009 Crossed: TROLLEY BOULEVARD CheckValue: 1 829 015 406

RC: 43 BIN: 1062542

Inspection Sketches in Sketch SysID Order



46/85


Sketch ID: 4K1410625420000 Sketch Filename: 14DS_Spans1and2.wpd

Span 001 -- Superstructure: Structural Deck -- Rated 4, Was 4 Span 002 -- Superstructure: Structural Deck -- Rated 3, Was 3 Referenced Photos: "21"

Deck Sketch Spans 1 and 2


RC: 43 BIN: 1062542




47/85


Sketch ID: 4K1410625420001 Sketch Filename: 14DS_Span3and4.wpd

Span 003 -- Superstructure: Structural Deck -- Rated 3, Was 3 Span 004 -- Superstructure: Structural Deck -- Rated 4, Was 4 Referenced Photos: "19", "20", "21"

Deck Sketch Spans 3 and 4


RC: 43 BIN: 1062542




48/85

, , ,

Sketch ID: 4K1410625420002 Sketch Filename: 14BD186 Photo.wpd

General Sketch for Bridge Referenced Photos:

Photo Location Plan


RC: 43 BIN: 1062542




49/85

Sketch ID: 4K1410625420003 Sketch Filename: 14-Flag Removal Form.wpd

General Sketch for Bridge Referenced Photos:

Safety Flag 4B130121 Removal

RC: 43 BIN: 1062542

Gen. Rec., Postings, Federal Ratings, etc.




50/85

Overall Condition:

GENERAL RECOMMENDATION: 3

Computed Condition Rating: 3.578

Problems Requiring Action:

NO Further Investigation Needed

RED, YELLOW, and SAFETY 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: 3 NBI Superstruct Condition: 4 NBI Substruct Condition: 4 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: 19 Hours

Lane Closure Needs: By Contract for 6 Hours

No Railroad Flagging Required

No Pedestrian Fence

No Snow Fence

The BIN Plate is in OK condition

RC: 43 BIN: 1062542

Gen. Rec., Postings, Federal Ratings, etc.




51/85

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) - Yes

Special Emphasis Details:

(1) Partial length cover plate end welds (2) Selected girder ends. Specifically, the span 3, G-1 atpier 3 & span 4, G-1 at pier 3 girder ends have about 30% web section loss over the bearing andare considered special emphasis items.

General Notes To the Next Inspector:

BIN plate on begin backwall between pedestals 4 and 5. Desirable to schedule a part day at bridge before special access is done. (Time is needed to organize

multiple flags) Special Emphasis: Span 3 can be done with bucket truck. Span 2 (over abandoned RR bed) is overgrown and needs UBIU to inspect. This also allows safe

inspection of top side. (390 has heavy traffic & narrow shoulders)

Improvements Observed:


RC: 43 BIN: 1062542

Review Progress and Personnel Present at Inspection



52/85

Inspection Submission Status:

Submitted to QC Engineer on: 12/10/2014 QC Submission Number: K0442401

QC Review Completed: 12/11/2014 QC Engineer: Michael J. Peters

Submitted to Liaison Engineer on: 12/11/2014 Liaison Submission Number: 04451

Liaison Review Completed: 1/8/2015 Liaison Engineer: TODD M. HERMANN

Submitted for BIIS Processing on: 1/8/2015 BIIS Submission Number: .kp1

Current Status: Keypunched, Sent to BIIS Check Value: 1,829,015,406

Personnel Present During Inspection:

Leo M. Campagna - Team Leader Brian Boehm - Assistant Team Leader Dave (10/21 & 24) Bareis (C.P. Ward) - drive attenuator truck Brian (11/13) Kjar (NYSDOT) - Operate UBIU Joe (11/13) Mitrano (C.P. Ward) - Provide work zone Paul (10/21 & 24) Siclare (C.P. Ward) - Provide work zone Sherrie (10/21/& 24) Siclare (C.P. Ward) - Flag traffic Dave (11/13) Tiede (C.P. Ward) - Assist with work zone

Dan (11/13) Washburn (C.P. Ward) - drive attenuator truck

Carried: 390 390 43011009 Crossed: TROLLEY BOULEVARD

RC: 43 BIN: 1062542

Yellow Flag 4K140035

Discovery Date: 10/24/2014

Prompt Interim Action Recommended: No


53/85


Inspector: Campagna, Leo M. Date Discovered: 10/24/2014

Flag Number: 4K140035 Supersedes Flag Number: 4B130125

Bridge Description:

BIN: 1062542 Carried: 390 390 43011009 Crossed: TROLLEY BOULEVARD

Region: 4 - Rochester County: 3 - Monroe

Political Unit: 0316 - Town of GATES

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: 1971 Not Posted For Load

Number of Spans by Type: Num Type Description

004 - 109 - Steel - Rolled Beam, Multi-Girder

Bridge is wholly or partially owned or maintained by NYSDOT.

Description of Flagged Condition:

TP 350 Item 38 Pier 3 Columns (Rated 3)

Pier 3: Columns 1 and 4 are spalled up to 4" deep for a 2'- to 3'-wide strip for full height.

Spalls are surrounded by a 1' to 2' wide strip of cracked and hollow or delaminated

concrete. Rusty reinforcing bars are exposed in spall areas. Hoop bars have an average

of 50% section loss. Vertical bars appear to have 10% to 20% section loss in spall

areas.

(1) Condition located on left of column 1.

(2) Condition located at begin & right on column 4. Two consecutive hoop bars near

mid-height on column 4 are severed.

NOTE: Columns are taller than normal because bridge originally spanned a RR track.

Plan shows columns are almost 30' in height from footing to bottom of capbeam.

(Contract FASH 67-9, sheet 139R1)

Bridge is oriented North.

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: Campagna, Leo M. on 10/24/2014

Flagged Bridge Report Signed By: ______________________________ on ________

Campagna, Leo M.

(This PDF Report Created: 2/10/2015 9:53:23 AM)


RC: 43 BIN: 1062542

Yellow Flag 4K140035 Attachment



54/85

14_F12_Pier3_Col4_UpClose_735.JPG - Attached to Yellow Flag 4K140035

Pier 3 Column 4 spall area (Closer view)


RC: 43 BIN: 1062542




55/85

14_F2_Pier3_Col4_706.JPG - Attached to Yellow Flag 4K140035

Pier 3 Column 4 spall area (Overall view)


RC: 43 BIN: 1062542





56/85



Bridge Description:













TP 350 Item 37 Capbeam Piers 1 & 3 (Both rated 3)

Bottom surface of capbeams are spalled up to 4" deep over 75% to 100% of area

between columns. Rusty reinforcing bars are exposed and some stirrups are rusted

through. Adjacent concrete is cracked and hollow or delaminated

Locations are:

(1) Pier 1: Column Bay 1 & Column Bay 3.

(2) Pier 3: Column Bay 1 & Column Bay 3.

Bridge is oriented north.







Campagna, Leo M.



RC: 43 BIN: 1062542



14 F4 Pi 3 B 3 0719 JPG Att h d t Y ll Fl 4K140036


57/85

14_F4_Pier3_Bay3_0719.JPG - Attached to Yellow Flag 4K140036

Pier 3 Girder Bay 3 Bottom capbeam (Girder Bay 1 similar)


RC: 43 BIN: 1062542



14 F5 Pier1 Bay3 733 JPG - Attached to Yellow Flag 4K140036


58/85

14_F5_Pier1_Bay3_733.JPG - Attached to Yellow Flag 4K140036

Pier 1 Girder Bay 3 Bottom capbeam (Girder Bay 1 similar)


RC: 43 BIN: 1062542





59/85



Bridge Description:













TP 350 Item 28 Primary Span 3 (Rated 4)

Deck supporting diaphragm at end span 3 in Bay 6 is rusted out full height of web at

right side. This amounts to 100% web loss adjacent to connection plate. There is also

heavy flange loss at midpoint of diaphragm. Control for flag is 100% web loss.

Bridge is oriented north.




Signature: (a signed copy of this report will be placed in the BIN folder) Flagged Bridge Report Completed By: Campagna, Leo M. on 10/24/2014


Campagna, Leo M.



60/85


RC: 43 BIN: 1062542

Safety Flag 4K140038




61/85


Flag Number: 4K140038 Supersedes Flag Number: __________

Bridge Description:













TP350 Item 27 Deck Span 3 Rated 4

About 50 sf of deck bottom concrete is delaminated. Location is in Bay 4 over edge of

westbound lane & adjacent shoulder. Concrete sounds very dull under hammer blows

indicating cover concrete is separated at rebar level. This large section could fall onto

traffic lane below.

Bridge is oriented North.







Campagna, Leo M.



RC: 43 BIN: 1062542

Safety Flag 4K140038 Attachment


14_F7_Deck_Span3_WB_Bays 3 and4_0718.JPG - Attached to Safety Flag 4K140038


62/85

Span 3 near end Bays 3 & 4 deck bottom (Looking toward end)


RC: 43 BIN: 1062542

Safety Flag 4K140050



I t C L M D t Di d 11/13/2014


63/85



Bridge Description:













TP 350 Item 58 Approach Rail (Rated 3)

Construction is galvanized box beam on weak posts with transition to 2 tube bridge rail.

Approach box beam rail is damaged or deteriorated at the following locations:(1) Begin Right: Posts 1 through 4 from bridge rail transition are bent over & detached

from box beam. Box beam is kinked in this area with rust holes near rail splice.

(2) Begin Left: Most of rail run is affected by impact damage. Box beam is torn near

bridge. Post 5 from bridge is bent & disconnected from box beam. Posts 23 through 26

& post 32 are bent & disconnected from box beam leaving about 30' of rail unsupported.

(3) End Right: Box beam adjacent to bridge is heavily rusted with holes in bottom for

10' to 15' length. There are also rust holes in vertical faces at rail splices.

(4) End Left: Box beam adjacent to bridge is heavily rusted with holes in bottom for

about 4' length. Box beam terminus section also has bottom rust hole about 1' length.

Note: Different photo dates due to access problems to topside on 390. Orientation is North.






Flagged Bridge Report Signed By: ______________________________ on ________ Campagna, Leo M.



RC: 43 BIN: 1062542



14_11_ApprRail_BegLT_0588.JPG - Attached to Safety Flag 4K140050

B i l ft h il f d


64/85

Begin left approach rail from across road


RC: 43 BIN: 1062542



14_14_ApprRail_EndRt_0__578.JPG - Attached to Safety Flag 4K140050

End right approach rail looking toward bridge


65/85

End right approach rail looking toward bridge


RC: 43 BIN: 1062542



14_15_ApprRail_EndRt_0577.JPG - Attached to Safety Flag 4K140050

End right approach rail (Similar end left)


66/85

End right approach rail (Similar end left)


RC: 43 BIN: 1062542



14_45_ApprRail_BegRt_1310.JPG - Attached to Safety Flag 4K140050

Begin right rail looking right


67/85

g g g g


RC: 43 BIN: 1062542

RED Flag 4K140051





68/85


Bridge Description:













TP 350 Item 28 Primary Rated 4

Seven rusted girder ends are red structural flag conditions due to heavy section loss &

deformation on web over supports. (No D-Meters possible due to location of temporarysupports) Each of these locations has two 3"x 5" box beams welded in place as

temporary repairs: (All temporary supports appeared intact)

(1) G-1 @ Pier 1 for Span 1







Note: Different photo dates due to special access needs in different spans. Orientation is North.



To: D. Brown of Regional Office on 11/17/2014 at 9:15:00 AM



Flagged Bridge Report Signed By: ______________________________ on ________ Campagna, Leo M.



RC: 43 BIN: 1062542

RED Flag 4K140051 Attachment


14_22_Pier2_G7_PM_Fasc_0557.JPG - Attached to RED Flag 4K140051

G7 right side @ Pier 2 (Temp support for Span 3)


69/85


RC: 43 BIN: 1062542



14_23_PM_Pier3_G7_0681.JPG - Attached to RED Flag 4K140051

G7 right side @ Pier 3 (Temp support for Span 3)


70/85


RC: 43 BIN: 1062542



14_60_PM_Pier1_G1_1288.JPG - Attached to RED Flag 4K140051

G1 left side @ pier 1 (Temp support for both spans)


71/85


RC: 43 BIN: 1062542

Inspection Access Requirements


Equipment Required for Inspection

Access Requirement Changes WERE Noted During This Inspection. This Listing is from the Inspection.


72/85

ACCESS CATEGORIES FOR ENTIRE BRIDGE

Required: Walking, Step Ladder, 60 Ft UBIU (18 m), Small Lift Required: Lane Closure, Shadow Vehicle

ACCESS CATEGORIES FOR SPAN 1 Required: Walking, 60 Ft UBIU (18 m), Lane Closure Required: Shadow Vehicle

ACCESS CATEGORIES FOR SPAN 2

Required: Walking, 60 Ft UBIU (18 m), Lane Closure Required: Shadow Vehicle

ACCESS CATEGORIES FOR SPAN 3 Required: Walking, Small Lift, Lane Closure, Shadow Vehicle

ACCESS CATEGORIES FOR SPAN 4 Required: Walking, Step Ladder, 60 Ft UBIU (18 m), Lane Closure Required: Shadow Vehicle


RC: 43 BIN: 1062542

Culvert Measurements


Culvert Measurements

NO CULVERT DATA FOR BIN 1062542


73/85


RC: 43 BIN: 1062542Standard Photos

ApproachEnd.JPG


74/85



Framing_Span4.JPG


75/85



ElevationLeft.JPG


76/85



ElevationRight.JPG


77/85



1062542_QUAD_MAP.JPG


78/85



1062542_LOCATION_MAP.JPG


79/85



F2CrossedRight.JPG


80/85



AbutmentBegin.JPG


81/85



Pier2.JPG


82/85



F2CrossedLeft.JPG


83/85



ApproachBegin.JPG


84/85


85/85

nys dot trolley blvd bridge inspection, 11-17-2014

Documents