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Appendix A-2
General Bridge Inspection Reports
Appendix A-2
General Bridge Inspection Reports
Table A-2.1 provides a listing of the General Bridge Inspection Report summaries that are included on the following pages. Copies of the full inspection reports are available upon request. In addition,
indepth bridge inspections, load ratings and siesmic analysis were performed for select bridges within
the project area. Copies of the indepth inspection reports are also available upon request.
Bridge
Identification
Number (BIN) Feature Carried Feature Crossed
Inspection
Date
General
Recommendation
1002131 I-481 Southbound NYS Route 5 10/6/16 4
1002132 I-481 Northbound NYS Route 5 10/6/16 4
1031501 I-81 NYS Route 173 (East
Seneca Turnpike)
6/12/17 5
1031510 East Glen Avenue I-81 11/6/17 5
1031529 I-81 East Calthrop Avenue 10/24/17 5
1031539 I-81 Brighton Avenue 11/10/16 4
1031549 I-81 East Colvin Street 10/25/17 4
1031559 I-81 Martin Luther King
East
9/28/17 5
1031610 Hiawatha Boulevard I-81 8/2/16 5
1031711 I-481 Southbound I-81 11/2/16 5
1031712 I-481 Northbound I-81 10/10/17 5
1044440 I-481 Butternut Creek 8/30/17 5
1049659 I-690 Hiawatha Boulevard 10/11/16 5
1050759 I-690 North Geddes Street 8/16/18 5
1050779 I-690 Leavenworth Avenue 4/26/18 5
1051081 I-690 Westbound CSX Trans/Peat Street 5/23/17 5
1051082 I-690 Eastbound CSX Trans/Peat Street 5/23/17 5
1051120 I-481 Proposed I-690 6/12/18 5
1051159 I-690 Peat Street 4/27/17 5
1051160 South Midler
Avenue I-690
12/14/17 5
1053931 I-690 Westbound Bear Street Extension 12/13/16 5
1053932 I-690 Eastbound Bear Street Extension 12/13/16 5
1053941 I-690 Westbound Liberty Street 4/26/18 5
1053942 I-690 Eastbound Liberty Street 4/26/18 5
Appendix A-2
General Bridge Inspection Reports
Bridge
Identification
Number (BIN) Feature Carried Feature Crossed
Inspection
Date
General
Recommendation
1053969 I-690 Van Rensselaer Street 4/23/18 5
1064650 Kinne Road I-481 10/3/16 5
1064689 NYS Route 635
(Thompson Road) I-690
10/13/16 5
1064691 I-690 Westbound Bridge Street 10/23/17 5
1064692 I-690 Eastbound Bridge Street 10/23/17 5
1069090 I-481 Southbound to
I-81 Southbound I-81
11/13/17 4
1069100
I-81 Southbound
Ramp to I-481
Eastbound Ramp
I-81
10/17/16 5
1069110 Brighton Avenue I-481 Ramp from I-81
Southbound
10/25/16 5
1069120 Brighton Avenue I-481 Ramp to I-81
Northbound
10/25/16 5
1069131 I-481 Southbound Driveway to Quarry 3/27/18 5
1069132 I-481 Northbound Driveway to Quarry 3/26/18 5
1069141 I-481 Southbound NY Susquehanna & W 12/4/17 4
1069142 I-481 Northbound NY Susquehanna & W 12/5/17 5
1069151 I-481 Southbound Jamesville Road
County Route 7
8/8/17 5
1069152 I-481 Northbound Jamesville Road
County Route 7
6/22/17 5
1069160 Ramp to I-481
Southbound Butternut Creek
8/13/18 6
1069170 Exit from I-481
Northbound Butternut Creek
8/10/18 6
1072530 From/To I-90/I-481 I-481 7/19/16 5
1072571 I-481 Southbound NYS Route 298
(Bridgeport Road)
4/26/18 5
1072572 I-481 Northbound NYS Route 298
(Bridgeport Road)
4/27/18 5
Appendix A-2
General Bridge Inspection Reports
Bridge
Identification
Number (BIN) Feature Carried Feature Crossed
Inspection
Date
General
Recommendation
1072581 I-481 Southbound Taft Road County
Route 18
8/2/16 5
1072582 I-481 Northbound Taft Road County
Route 18
8/2/16 5
1072591 I-481 Southbound Northern Boulevard
County Route 82
5/18/16 6
1072592 I-481 Northbound Northern Boulevard
County Route 82
5/17/18 6
1072781 I-481 Southbound Totman Road 6/5/18 5
1072782 I-481 Northbound Totman Road 6/5/18 5
1072791 I-481 Northbound Thompson Road 6/17/16 5
1072792 I-481 Southbound Thompson Road
County Route 10
6/7/16 5
1093510 I-690 I-481 5/25/17 5
1093520 I-690 EB to I-481 N I-481 5/8/17 5
1093530 I-481 I-690 5/8/17 5
1093540 I-690 EB – I-481
Northbound Ramp I-690 Westbound
5/8/17 5
1093550 I-481 Southbound NYS Route 290
(Manlius Center Road)
9/21/17 6
1093561 I-481 Southbound NYS Route 290
(Manlius Center Road)
5/16/18 6
1093562 I-481 Northbound NYS Route 290
(Manlius Center Road)
5/16/18 5
1093571 I-481 Southbound CSX Trans/Amtrak 6/15/17 4
1093572 I-481 Northbound CSX Trans/Amtrak 6/19/17 4
1093671 I-481 Southbound Kirkville Road –
County Route 53
11/29/16 5
1093672 I-481 Northbound Kirkville Road –
County Route 53
11/29/16 5
1093681 I-481 Southbound I-90 11/8/16 5
1093682 I-481 Northbound I-90 11/8/16 5
Inspection Date: October 06, 2016
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
6
5
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012045
Russell P. Dunderdale, P.E. 074648-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
3
Posted Vertical Clearance Under:
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
Not Posted
December 27, 2016
Posted Vertical Clearance On:
5 5 33083022
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
4
Bridge Load Posting:
December 22, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1002131
Report Printed: December 28, 2016 8:30:38
Page 1 of 43 Format Version 20161221
BIN: 1002131 Bridge Inspection ReportInspection Date: October 06, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
Other (Unique & unusualfeatures)
2016 - - Lower web section loss Yes 2016 - Lower web section loss in span 2 at the end of G1 atpier 2 .
AASHTO Category D, E,and E' welded details
Yes - Partial length welded cover plate weld details in all spans
2016 - A 100% hands-on-inspection was performed for allspecial emphasis details. No defects were found
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2016 - The BIN plate is located on the Begin backwall.2016 Access - Walking, Rented Bucket Van, Lane closures With Attenuator
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 43 Format Version 20161221
BIN: 1002131 Bridge Inspection ReportInspection Date: October 06, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 9850 ft2 9850 0
107 - Steel Open Girder/Beam 1363 ft 1359 4 0
205 - Reinforced Concrete Column 8 each 8 0
215 - Reinforced Concrete Abutment 120 ft 112 8 0
220 - Reinforced Concrete Pile/Cap Footing 320 ft 320
227 - Reinforced Concrete Pile 2 each 2
234 - Reinforced Concrete Pier Cap 124 ft 19 105 0
302 - Compression Joint Seal 180 ft 180 0
311 - Movable Bearing 8 each 8 0
313 - Fixed Bearing 8 each 6 2 0
315 - Disk Bearing 32 each 32 0
330 - Metal Bridge Railing 341 ft 341 0
515 - Steel Protective Coating 13511 ft2 11860 0 1651 0
800 - Scour 405 ft 284 91 30 0
811 - Curb 341 ft 341 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 48 each 47 1 0
850 - Backwall 118 ft 111 7 0
851 - Abutment Pedestal 16 each 6 9 1 0
852 - Pier Pedestal 16 each 15 1 0
853 - Wingwall 60 ft 56 4 0
Element Quantities
Page 3 of 43 Format Version 20161221
Inspection Date: October 06, 2016
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
5
5
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012045
Russell P. Dunderdale, P.E. 074648-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
3
Posted Vertical Clearance Under:
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
Not Posted
January 03, 2017
Posted Vertical Clearance On:
5 5 33083022
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1963
4
Bridge Load Posting:
January 02, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1002132
Report Printed: January 05, 2017 12:05:49
Page 1 of 43 Format Version 20170103
BIN: 1002132 Bridge Inspection ReportInspection Date: October 06, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes Partial length welded cover plate weld details in all spans2016 - A 100% hands-on-inspection was performed for allspecial emphasis details. No defects were found.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2016 - The BIN plate is located on the Begin backwall.2016 Access - Walking, Rented Bucket Van, Lane closures With Attenuator
2016 - None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 43 Format Version 20170103
BIN: 1002132 Bridge Inspection ReportInspection Date: October 06, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 6964 ft2 5224 1740 0
107 - Steel Open Girder/Beam 965 ft 955 10 0
205 - Reinforced Concrete Column 6 each 2 4 0
215 - Reinforced Concrete Abutment 90 ft 77 13 0
220 - Reinforced Concrete Pile/Cap Footing 254 ft 254
227 - Reinforced Concrete Pile 74 each 74
234 - Reinforced Concrete Pier Cap 88 ft 43 45 0
302 - Compression Joint Seal 180 ft 180 0
311 - Movable Bearing 6 each 6 0
313 - Fixed Bearing 6 each 4 2 0
315 - Disk Bearing 24 each 24 0
330 - Metal Bridge Railing 321 ft 321 0
515 - Steel Protective Coating 10934 ft2 9662 1272 0
800 - Scour 338 ft 248 90 0
811 - Curb 322 ft 322 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 36 each 36 0
850 - Backwall 80 ft 80 0
851 - Abutment Pedestal 12 each 7 5 0
852 - Pier Pedestal 18 each 16 2 0
853 - Wingwall 68 ft 68 0
Element Quantities
Page 3 of 43 Format Version 20170103
Inspection Date: June 12, 2017
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
6
5
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
81I 81I33012011
Francis Michael Goguen, P.E. 076880-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
4
Posted Vertical Clearance Under:
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
August 09, 2017
Posted Vertical Clearance On:
173 173 33012014
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1965
5
August 08, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1031501
Report Printed: August 09, 2017 1:42:17 PM
Page 1 of 36 Format Version 20170709
BIN: 1031501 Bridge Inspection ReportInspection Date: June 12, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% hands-on inspection performed in all spans
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorNew BIN Plate is located on Begin backwall at the right.2017 Access: Walking Ext. ladder, 35 ft Bucket truck, WZTC lane closure with shadow vehicle.
2017 - Wearing surface repairs.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 36 Format Version 20170709
BIN: 1031501 Bridge Inspection ReportInspection Date: June 12, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 13820 ft2 13820 0
107 - Steel Open Girder/Beam 2145 ft 2081 64 0
205 - Reinforced Concrete Column 15 each 5 8 2 0
220 - Reinforced Concrete Pile/Cap Footing 352 ft 352
234 - Reinforced Concrete Pier Cap 231 ft 231 0
306 - Other Joint 370 ft 296 74 0
310 - Elastomeric Bearing 64 each 60 4 0
321 - Reinforced Concrete Approach Slab 1920 ft2 1920 0
330 - Metal Bridge Railing 550 ft 550 0
510 - Wearing Surfaces 13002 ft2 12552 450 0
515 - Steel Protective Coating 22070 ft2 2250 17822 1005 993 0
800 - Erosion or Scour 667 ft 582 85 0
811 - Curb 550 ft 550 0
830 - Secondary Members 4 each 4 0
831 - Steel Beam End 64 each 48 16 0
850 - Backwall 169 ft 167 2 0
851 - Abutment Pedestal 16 each 16 0
852 - Pier Pedestal 48 each 48 0
853 - Wingwall 32 ft 18 14 0
Element Quantities
Page 3 of 36 Format Version 20170709
Inspection Date: November 06, 2017
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
5
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
EAST GLEN AVENUE
Russell P. Dunderdale, P.E. 074648-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
2
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
December 15, 2017
Inventoried Vertical Clearances:
81I 81I33032015
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1965
5
December 15, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1031510
Report Printed: December 18, 2017 8:57:58 AM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 34 Format Version 20171005
BIN: 1031510 Bridge Inspection ReportInspection Date: November 06, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes E' Welds at partial length cover plates.
Special Emphasis - Partial Length Cover plate welds on interiorgirders in both spans.
2017 – A 100 percent hands on inspection has been performedfor the special emphasis details. No significant defects werefound.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 - The BIN plate is at the end stem.2017 Access - Walking, Rented Bucket Truck, Lane Closures with 2 Attenuators.
2017 Improvements: None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 34 Format Version 20171005
BIN: 1031510 Bridge Inspection ReportInspection Date: November 06, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Mark Lacey Traffic Control McClain
Michelle M. Talkiewicz ATL Lu Engineers
Mike McClain Traffic Control McClain
Quincy McClain Traffic Control McClain
General Equipment Required for Inspection*
Access Type
13 - Walking
19 - Up to 30 Foot Lift
28 - Lane Closure Without 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
11/06/2017 07:15 AM 02:00 PM 50 Mostly Cloudy with Rain
Inspection Times (hours)
155
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 34 Format Version 20171005
BIN: 1031510 Bridge Inspection ReportInspection Date: November 06, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4805 ft2 4805 0
107 - Steel Open Girder/Beam 758 ft 758 0
205 - Reinforced Concrete Column 3 each 2 1 0
215 - Reinforced Concrete Abutment 100 ft 100 0
220 - Reinforced Concrete Pile/Cap Footing 132 ft 132
234 - Reinforced Concrete Pier Cap 32 ft 32 0
302 - Compression Joint Seal 96 ft 96 0
311 - Movable Bearing 10 each 10 0
313 - Fixed Bearing 10 each 10 0
330 - Metal Bridge Railing 308 ft 287 21 0
331 - Reinforced Concrete Bridge Railing 308 ft 308 0
510 - Wearing Surfaces 3388 ft2 3388 0
515 - Steel Protective Coating 6966 ft2 5908 1058 0
800 - Erosion or Scour 164 ft 164 0
810 - Sidewalk 924 ft2 924 0
811 - Curb 308 ft 45 263 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 20 each 20 0
850 - Backwall 64 ft 51 13 0
851 - Abutment Pedestal 10 each 10 0
852 - Pier Pedestal 10 each 10 0
Element Quantities
Page 4 of 34 Format Version 20171005
Inspection Date: October 24, 2017
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
7
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
81I 81I33032021
Francis Michael Goguen, P.E. 076880-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
3
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
December 12, 2017
Inventoried Vertical Clearances:
E CALTHROP AVENUE
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1965
5
December 11, 2017
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
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1031529
Report Printed: December 12, 2017 9:37:23 AM
Johnbull Bello Date: December 12, 2017
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 34 Format Version 20171005
BIN: 1031529 Bridge Inspection ReportInspection Date: October 24, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes Span 2 partial length cover plates and utility lighting bracketwelds.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN Plate is located on begin backwall.2017 Access: Walking, bucket truck with 2 lane closures and a barrier vehicle.
2017 - None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 34 Format Version 20171005
BIN: 1031529 Bridge Inspection ReportInspection Date: October 24, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
C.Ulloa ATL CVANY
M.McClain WZTC McClain
Q.McClain Foreman WZTC McClain
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
10/24/2017 08:45 AM 01:00 PM 72 Mostly sunny after rain
Inspection Times (hours)
184
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 34 Format Version 20171005
BIN: 1031529 Bridge Inspection ReportInspection Date: October 24, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 13819 ft2 13819 0
107 - Steel Open Girder/Beam 1971 ft 1971 0
205 - Reinforced Concrete Column 12 each 12 0
220 - Reinforced Concrete Pile/Cap Footing 347 ft 347
234 - Reinforced Concrete Pier Cap 202 ft 186 16 0
306 - Other Joint 198 ft 78 120 0
311 - Movable Bearing 42 each 42 0
313 - Fixed Bearing 42 each 42 0
321 - Reinforced Concrete Approach Slab 5760 ft2 5760 0
331 - Reinforced Concrete Bridge Railing 284 ft 284 0
510 - Wearing Surfaces 12435 ft2 12435 0
515 - Steel Protective Coating 17506 ft2 13980 842 2684 0
800 - Erosion or Scour 672 ft 672 0
830 - Secondary Members 3 each 2 1 0
831 - Steel Beam End 56 each 56 0
850 - Backwall 268 ft 268 0
851 - Abutment Pedestal 28 each 14 13 1 0
852 - Pier Pedestal 56 each 56 0
Element Quantities
Page 4 of 34 Format Version 20171005
Inspection Date: November 10, 2016
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
6
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
81I 81I33032024
Francis Michael Goguen, P.E. 076880-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
3
Posted Vertical Clearance Under:
William Dritz, P.E. 066606-1
Not Posted
Not Posted
Not Posted
January 31, 2017
Posted Vertical Clearance On:
EAST BRIGHTON AVE
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1965
4
Bridge Load Posting:
January 27, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
1
1
0
Vulnerability Reviews Recommended: Steel
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1031539
Report Printed: February 01, 2017 8:57:53
Page 1 of 45 Format Version 20170103
BIN: 1031539 Bridge Inspection ReportInspection Date: November 10, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
Details vulnerable tofatigue cracks
Yes No defects were observed.
Concrete Deck Haunch Yes No defects found
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN Plate is located on begin backwall at the right.2016 Access: Bucket truck with shadow vehicle and multiple lane closures.
2016 - Span 3 Pier 2 G7 web repairs related to YF 3B15SMW024.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 45 Format Version 20170103
BIN: 1031539 Bridge Inspection ReportInspection Date: November 10, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 22301 ft2 22276 25 0
107 - Steel Open Girder/Beam 3155 ft 3059 96 0
205 - Reinforced Concrete Column 18 each 18 0
215 - Reinforced Concrete Abutment 298 ft 298 0
220 - Reinforced Concrete Pile/Cap Footing 646 ft 646
227 - Reinforced Concrete Pile 112 each 112
234 - Reinforced Concrete Pier Cap 296 ft 296 0
302 - Compression Joint Seal 595 ft 452 131 12 0
311 - Movable Bearing 48 each 12 35 1 0
313 - Fixed Bearing 48 each 12 36 0
321 - Reinforced Concrete Approach Slab 4200 ft2 4200 0
330 - Metal Bridge Railing 406 ft 225 181 0
331 - Reinforced Concrete Bridge Railing 202 ft 202 0
510 - Wearing Surfaces 20716 ft2 20716 0
515 - Steel Protective Coating 30229 ft2 697 25112 2996 1424 0
800 - Scour 956 ft 807 149 0
811 - Curb 406 ft 148 258 0
830 - Secondary Members 3 each 2 1 0
831 - Steel Beam End 96 each 2 94 0
850 - Backwall 298 ft 298 0
851 - Abutment Pedestal 32 each 32 0
852 - Pier Pedestal 64 each 32 30 2 0
853 - Wingwall 66 ft 50 16 0
Element Quantities
Page 3 of 45 Format Version 20170103
Inspection Date: October 25, 2017
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
4
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
81I 81I33032028
Francis Michael Goguen, P.E. 076880-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
December 14, 2017
Inventoried Vertical Clearances:
EAST COLVIN ST
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1965
4
December 13, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: Steel
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1031549
Report Printed: December 18, 2017 8:50:53 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 36 Format Version 20171005
BIN: 1031549 Bridge Inspection ReportInspection Date: October 25, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes End coverplate welds of all interior girders and welded anglesfor lighting conduit supports to the bottom flanges of theprimary girders.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN Plate is located on the end left wingwall.2017 Access: Walking, step ladder, bucket truck, WZTC
2017 - None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 36 Format Version 20171005
BIN: 1031549 Bridge Inspection ReportInspection Date: October 25, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
C.Ulloa ATL CVANY
M.McClain WZTC McClain
Q.McClain Foreman WZTC McClain
R.Troncelliti WZTC McClain
General Equipment Required for Inspection*
Access Type
13 - Walking
19 - Up to 30 Foot Lift
28 - Lane Closure Without 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
10/25/2017 08:30 AM 12:45 PM 70 Mostly sunny
Inspection Times (hours)
144.5No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 36 Format Version 20171005
BIN: 1031549 Bridge Inspection ReportInspection Date: October 25, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 7215 ft2 715 6500 0
107 - Steel Open Girder/Beam 992 ft 992 0
215 - Reinforced Concrete Abutment 228 ft 228 0
220 - Reinforced Concrete Pile/Cap Footing 347 ft 347
311 - Movable Bearing 16 each 16 0
313 - Fixed Bearing 16 each 16 0
321 - Reinforced Concrete Approach Slab 4440 ft2 4363 77 0
330 - Metal Bridge Railing 130 ft 130 0
331 - Reinforced Concrete Bridge Railing 195 ft 195 0
510 - Wearing Surfaces 6955 ft2 6955 0
515 - Steel Protective Coating 8893 ft2 7995 416 482 0
800 - Erosion or Scour 347 ft 269 78 0
811 - Curb 130 ft 130 0
830 - Secondary Members 1 each 1 0
850 - Backwall 228 ft 193 35 0
851 - Abutment Pedestal 32 each 16 15 1 0
853 - Wingwall 119 ft 41 78 0
Element Quantities
Page 4 of 36 Format Version 20171005
Inspection Date: September 28, 2017
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
7
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
81I 81I33032033
Francis Michael Goguen, P.E. 076880-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
3
Robert W. Boone, P.E. 060047-1
Not Posted
12 Feet 11 Inches
November 29, 2017
Inventoried Vertical Clearances:
Martin Luther King East
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1965
5
November 27, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: Steel
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1031559
Report Printed: November 29, 2017 8:49:30 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 36 Format Version 20171005
BIN: 1031559 Bridge Inspection ReportInspection Date: September 28, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
Details vulnerable tofatigue cracks
Yes Span 2 utility brackets welded to bottom flanges
AASHTO Category D, E,and E' welded details
Yes Bottom flange cover plates on all 3 spans
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBin Plate is located on begin backwall in Bay 13.2017 Access - Bucket truck, lane closures and flagging.
2017 - None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 36 Format Version 20171005
BIN: 1031559 Bridge Inspection ReportInspection Date: September 28, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
C.Ulloa ATL CVANY
M.McClain WZTC McClain
Q.McClain Foreman McClain
General Equipment Required for Inspection*
Access Type
13 - Walking
19 - Up to 30 Foot Lift
28 - Lane Closure Without Shadow Vehicle
Flaggers
* 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
09/28/2017 08:30 AM 01:30 PM 75 Sunny
Inspection Times (hours)
225.5No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 36 Format Version 20171005
BIN: 1031559 Bridge Inspection ReportInspection Date: September 28, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 15650 ft2 15650 0
107 - Steel Open Girder/Beam 2172 ft 2172 0
205 - Reinforced Concrete Column 12 each 9 3 0
220 - Reinforced Concrete Pile/Cap Footing 434 ft 434
227 - Reinforced Concrete Pile 64 each 64
234 - Reinforced Concrete Pier Cap 202 ft 188 14 0
306 - Other Joint 212 ft 212 0
311 - Movable Bearing 42 each 38 4 0
313 - Fixed Bearing 42 each 34 8 0
331 - Reinforced Concrete Bridge Railing 316 ft 316 0
510 - Wearing Surfaces 15182 ft2 15182 0
515 - Steel Protective Coating 16805 ft2 15900 768 137 0
800 - Erosion or Scour 646 ft 646 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 42 each 42 0
850 - Backwall 242 ft 242 0
851 - Abutment Pedestal 28 each 28 0
852 - Pier Pedestal 56 each 47 9 0
Element Quantities
Page 4 of 36 Format Version 20171005
Inspection Date: August 02, 2016
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
5
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
HIAWATHA BLVD
Thomas C. Engel, P.E. 056996-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
3
Posted Vertical Clearance Under:
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
Not Posted
October 04, 2016
Posted Vertical Clearance On:
81I 81I33032163
Inspection Signature:
General Recommendation:
Date:
B - Unpainted Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1987
5
Bridge Load Posting:
October 03, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1031610
Report Printed: October 13, 2016 4:03:13
Page 1 of 28 Format Version 20160909
BIN: 1031610 Bridge Inspection ReportInspection Date: August 02, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN Plate is at begin abutment .Painted over but can be read. 2016 access was walking, extension ladder, bucket truck.Lane closure on I-81SB with barrier vehicle and arrow board for pier 2. Pier 1 access for bucket truck used a shortduration full closure of the I-81 SB entrance ramp from the Mall.
2016 - Small hole at end right sidewalk was repaired. Safety Flag 31140036 was previously removed.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence Height6'
Page 2 of 28 Format Version 20160909
BIN: 1031610 Bridge Inspection ReportInspection Date: August 02, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 41175 ft2 41175 0
107 - Steel Open Girder/Beam 4266 ft 4266 0
205 - Reinforced Concrete Column 10 each 8 2 0
210 - Reinforced Concrete Pier Wall 63 ft 7 56
215 - Reinforced Concrete Abutment 202 ft 202 0
220 - Reinforced Concrete Pile/Cap Footing 576 ft 576
227 - Reinforced Concrete Pile 201 each 201
234 - Reinforced Concrete Pier Cap 194 ft 164 30 0
302 - Compression Joint Seal 202 ft 202 0
314 - Pot Bearing 40 each 38 2 0
321 - Reinforced Concrete Approach Slab 9044 ft2 9044 0
330 - Metal Bridge Railing 860 ft 860 0
331 - Reinforced Concrete Bridge Railing 860 ft 790 70 0
515 - Steel Protective Coating 71689 ft2 54449 17240 0
800 - Scour 774 ft 370 404 0
810 - Sidewalk 4298 ft2 4298 0
811 - Curb 860 ft 860 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 20 each 20 0
850 - Backwall 202 ft 202 0
851 - Abutment Pedestal 20 each 20 0
852 - Pier Pedestal 20 each 16 4 0
853 - Wingwall 168 ft 168 0
Element Quantities
Page 3 of 28 Format Version 20160909
Inspection Date: November 02, 2016
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
6
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33031000
David Fredenburg
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
7 - WEST
Region:
2
Posted Vertical Clearance Under:
Richard O'Neil, P.E. 057986-1
Not Posted
Not Posted
Not Posted
December 29, 2016
Posted Vertical Clearance On:
81I 81I33033056
Inspection Signature:
General Recommendation:
Date:
B - Unpainted Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
5
Bridge Load Posting:
December 06, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1031711
Report Printed: January 03, 2017 8:28:18
Page 1 of 31 Format Version 20161221
BIN: 1031711 Bridge Inspection ReportInspection Date: November 02, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorPark @ NW corner of 481NB to 81SB ramp; where there is a ramp that has a paved driveway.
BIN plate is located on the end left backwall; to the left of G1.
It may be advantageous to utilize a bucket truck with lane closure to inspect pier; rather than an extension ladder.
None.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 31 Format Version 20161221
BIN: 1031711 Bridge Inspection ReportInspection Date: November 02, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 13768 ft2 13756 12 0
107 - Steel Open Girder/Beam 1614 ft 1614 0
205 - Reinforced Concrete Column 3 each 3 0
215 - Reinforced Concrete Abutment 113 ft 107 6 0
220 - Reinforced Concrete Pile/Cap Footing 241 ft 0 0 241
227 - Reinforced Concrete Pile 37 each 0 0 37
234 - Reinforced Concrete Pier Cap 55 ft 47 8 0
302 - Compression Joint Seal 118 ft 59 59 0
311 - Movable Bearing 12 each 12 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 2396 ft2 883 1513 0
330 - Metal Bridge Railing 546 ft 546 0
510 - Wearing Surfaces 12950 ft2 12950 0
515 - Steel Protective Coating 20478 ft2 19548 930 0
800 - Scour 322 ft 322 0
811 - Curb 546 ft 546 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 12 each 12 0
850 - Backwall 113 ft 111 2 0
851 - Abutment Pedestal 12 each 9 3 0
852 - Pier Pedestal 6 each 4 2 0
853 - Wingwall 65 ft 65 0
Element Quantities
Page 3 of 31 Format Version 20161221
Inspection Date: October 10, 2017
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
7
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33031000
Dennis Conley, P.E. 071469-1
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
7 - WEST
Region:
2
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
January 10, 2018
Inventoried Vertical Clearances:
81I 81I33033056
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
B - Unpainted Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
5
January 09, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
2
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1031712
Report Printed: January 10, 2018 1:26:31 PM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 37 Format Version 20171005
BIN: 1031712 Bridge Inspection ReportInspection Date: October 10, 2017
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind BIN plate on Begin Right.
Camera pole inspection required for pole #81-01 in the NW quadrant of BIN 1031712.
None.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 37 Format Version 20171005
BIN: 1031712 Bridge Inspection ReportInspection Date: October 10, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
C. CARPERTIERI WZTC CONTRACTOR
K.WAY ATL NYSDOT
M.McCAIN WZTC CONTRACTOR
Q.McCAIN WZTC CONTRACTOR
General Equipment Required for Inspection*
Access Type
13 - Walking
15 - Extension Ladder
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
10/05/2017 09:00 AM 12:00 PM 66 PC
10/10/2017 09:00 AM 12:00 PM 62 PC
Inspection Times (hours)
124
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 37 Format Version 20171005
BIN: 1031712 Bridge Inspection ReportInspection Date: October 10, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 13768 ft2 7574 4130 2064 0
107 - Steel Open Girder/Beam 1614 ft 1171 443 0
205 - Reinforced Concrete Column 3 each 2 1 0
215 - Reinforced Concrete Abutment 178 ft 57 108 13 0
220 - Reinforced Concrete Pile/Cap Footing 241 ft 241
227 - Reinforced Concrete Pile 105 each 105
234 - Reinforced Concrete Pier Cap 55 ft 37 13 5 0
302 - Compression Joint Seal 118 ft 36 61 21 0
311 - Movable Bearing 12 each 12 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 2396 ft2 1852 544 0
330 - Metal Bridge Railing 546 ft 373 165 8 0
510 - Wearing Surfaces 12950 ft2 12950 0
515 - Steel Protective Coating 20504 ft2 6870 5846 7788 0
811 - Curb 546 ft 474 68 4 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 12 each 12 0
850 - Backwall 113 ft 28 75 10 0
851 - Abutment Pedestal 12 each 10 2 0
852 - Pier Pedestal 6 each 2 2 1 1 0
Element Quantities
Page 4 of 37 Format Version 20171005
Inspection Date: August 30, 2017
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: 6
N
N
N
6
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012041
David Fredenburg, P.E. 96825
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
2
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
September 15, 2017
Posted Vertical Clearance On:
BUTTERNUT CREEK
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
1 - Concrete, 19 - Culvert
Feature Crossed:
1963
5
September 11, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1044440
Report Printed: September 15, 2017 12:08:12 PM
Page 1 of 21 Format Version 20170709
BIN: 1044440 Bridge Inspection ReportInspection Date: August 30, 2017
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the begin right stem wall of span 1.
None.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 21 Format Version 20170709
BIN: 1044440 Bridge Inspection ReportInspection Date: August 30, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-5220 - Reinforced Concrete Pile/Cap Footing 74 ft 55 18 1
241 - Reinforced Concrete Culvert 244 ft 185 59 0
800 - Erosion or Scour 162 ft 74 88 0
801 - Stream Hydraulics 1 each 1 0
853 - Wingwall 74 ft 73 1 0
860 - Headwall 88 ft 88 0
Element Quantities
Page 3 of 21 Format Version 20170709
Inspection Date: October 11, 2016
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
6
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012008
David Fredenburg
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
4 - SOUTHEAST
Region:
3
Posted Vertical Clearance Under:
Richard O'Neil, P.E. 057986-1
Not Posted
Not Posted
Not Posted
December 29, 2016
Posted Vertical Clearance On:
HIAWATHA BOULEVRD
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1958
5
Bridge Load Posting:
December 28, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1049659
Report Printed: January 03, 2017 1:17:18
Page 1 of 28 Format Version 20161221
BIN: 1049659 Bridge Inspection ReportInspection Date: October 11, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
Bearing stools Yes 100% Hands on Inspection performed on span 1 and span 3bearing stools; interior girders only.
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection performed on span 2 exterior andinterior girder cover plate welds.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on end abutment backwall between G10-G11.
Bucket truck with 2-single lane closures used.
New wearing surface overlay.
The end approach median guiderail has been repaired.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 28 Format Version 20161221
BIN: 1049659 Bridge Inspection ReportInspection Date: October 11, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 15374 ft2 15360 14 0
107 - Steel Open Girder/Beam 1910 ft 1831 79 0
205 - Reinforced Concrete Column 12 each 10 2 0
215 - Reinforced Concrete Abutment 210 ft 210 0
227 - Reinforced Concrete Pile 36 each 36
234 - Reinforced Concrete Pier Cap 210 ft 209 1 0
302 - Compression Joint Seal 348 ft 348 0
310 - Elastomeric Bearing 84 each 84 0
330 - Metal Bridge Railing 409 ft 409 0
510 - Wearing Surfaces 14556 ft2 14556 0
515 - Steel Protective Coating 16460 ft2 6958 9502 0
800 - Scour 718 ft 718 0
811 - Curb 274 ft 274 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 84 each 75 9 0
850 - Backwall 206 ft 206 0
851 - Abutment Pedestal 28 each 28 0
852 - Pier Pedestal 28 each 28 0
853 - Wingwall 64 ft 63 1 0
Element Quantities
Page 3 of 28 Format Version 20161221
Inspection Date: August 16, 2018
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
6
7
8
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I 690I33012015
Dennis Conley, P.E. 071469-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
September 07, 2018
Inventoried Vertical Clearances:
NO. GEDDES STREET
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
September 06, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1050759
Report Printed: September 07, 2018 1:39:07 PM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 24 Format Version 20171005
BIN: 1050759 Bridge Inspection ReportInspection Date: August 16, 2018
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands-on inspection was performed as required.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorSearch End stem for BIN plate.
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 24 Format Version 20171005
BIN: 1050759 Bridge Inspection ReportInspection Date: August 16, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
J.QUACKENBUSH WZTC CONTRACTOR
K.WAY ATL NYSDOT
T.DENYKO WZTC CONTRACTOR
General Equipment Required for Inspection*
Access Type
13 - Walking
15 - Extension Ladder
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
08/16/2018 10:00 AM 01:00 PM 75 PC
Inspection Times (hours)
73
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 24 Format Version 20171005
BIN: 1050759 Bridge Inspection ReportInspection Date: August 16, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 8411 ft2 7931 400 80 0
107 - Steel Open Girder/Beam 1176 ft 1000 176 0
215 - Reinforced Concrete Abutment 383 ft 352 31 0
220 - Reinforced Concrete Pile/Cap Footing 383 ft 383
227 - Reinforced Concrete Pile 300 each 300
302 - Compression Joint Seal 196 ft 45 103 48 0
310 - Elastomeric Bearing 28 each 28 0
330 - Metal Bridge Railing 172 ft 172 0
331 - Reinforced Concrete Bridge Railing 172 ft 46 66 60 0
510 - Wearing Surfaces 7740 ft2 7740 0
515 - Steel Protective Coating 11207 ft2 8074 3116 17 0
800 - Erosion or Scour 383 ft 383 0
811 - Curb 332 ft 249 83 0
831 - Steel Beam End 28 each 28 0
850 - Backwall 188 ft 176 10 2 0
851 - Abutment Pedestal 28 each 28 0
Element Quantities
Page 4 of 24 Format Version 20171005
Inspection Date: April 26, 2018
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
6
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012018
Dennis Conley, P.E. 071469-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 24, 2018
Inventoried Vertical Clearances:
LEAVNWORTH AVENUE
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
May 23, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1050779
Report Printed: May 24, 2018 9:47:31 AM
Date:
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 29 Format Version 20171005
BIN: 1050779 Bridge Inspection ReportInspection Date: April 26, 2018
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% hands on inspection performed on coverplates asrequired.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind BIN Plate on End stem
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 29 Format Version 20171005
BIN: 1050779 Bridge Inspection ReportInspection Date: April 26, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
K.WAY ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
19 - Up to 30 Foot Lift
28 - Lane Closure Without 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
04/26/2018 09:00 AM 11:00 AM 45 rain
Inspection Times (hours)
8None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 29 Format Version 20171005
BIN: 1050779 Bridge Inspection ReportInspection Date: April 26, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 8090 ft2 7240 250 600 0
107 - Steel Open Girder/Beam 1008 ft 853 151 4 0
215 - Reinforced Concrete Abutment 307 ft 215 51 41 0
220 - Reinforced Concrete Pile/Cap Footing 451 ft 451
227 - Reinforced Concrete Pile 312 each 312
228 - Timber Pile 32 each 32
300 - Strip Seal Expansion Joint 122 ft 110 12 0
301 - Pourable Joint Seal 122 ft 61 61 0
311 - Movable Bearing 16 each 12 4 0
313 - Fixed Bearing 16 each 14 2 0
330 - Metal Bridge Railing 132 ft 132 0
331 - Reinforced Concrete Bridge Railing 199 ft 145 52 2 0
510 - Wearing Surfaces 7702 ft2 3467 3080 1155 0
515 - Steel Protective Coating 9142 ft2 6565 2107 470 0
800 - Erosion or Scour 312 ft 312 0
811 - Curb 133 ft 66 67 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 32 each 30 2 0
850 - Backwall 247 ft 238 7 2 0
851 - Abutment Pedestal 32 each 32 0
Element Quantities
Page 4 of 29 Format Version 20171005
Inspection Date: May 23, 2017
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
6
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012057
Russell P. Dunderdale, P.E. 074648-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
3
Posted Vertical Clearance Under:
William Dritz, P.E. 066606-1
Not Posted
Not Posted
July 06, 2017
Posted Vertical Clearance On:
CSX TRANS/PEAT ST
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
5
July 05, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1051081
Report Printed: July 07, 2017 11:07:12 AM
Page 1 of 31 Format Version 20170523
BIN: 1051081 Bridge Inspection ReportInspection Date: May 23, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2017 - Partial length cover plates in all spans.Staggered diaphragms are exempt from 100% hands-oninspection because the webs are greater than 3/8" thick.
2017 – A 100 percent hands on inspection was performed forthe special emphasis details. No significant deficiencies werefound.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 – The BIN Plate is located at the Begin Left Wingwall.2017 Access: 60' Man Lift With Railroad Flagman.
2017 – The begin abutment joint header has been repaired since the last inspection.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 31 Format Version 20170523
BIN: 1051081 Bridge Inspection ReportInspection Date: May 23, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 10859 ft2 10721 138 0
107 - Steel Open Girder/Beam 1308 ft 1308 0
205 - Reinforced Concrete Column 8 each 7 1 0
220 - Reinforced Concrete Pile/Cap Footing 312 ft 312
225 - Steel Pile 96 each 96
234 - Reinforced Concrete Pier Cap 128 ft 125 3 0
302 - Compression Joint Seal 284 ft 212 72 0
310 - Elastomeric Bearing 32 each 32 0
313 - Fixed Bearing 16 each 10 6 0
330 - Metal Bridge Railing 337 ft 289 48 0
510 - Wearing Surfaces 10319 ft2 6193 4126 0
515 - Steel Protective Coating 10782 ft2 38 8716 2028 0
800 - Erosion or Scour 419 ft 419 0
811 - Curb 337 ft 337 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 48 each 48 0
850 - Backwall 142 ft 135 7 0
851 - Abutment Pedestal 16 each 16 0
852 - Pier Pedestal 32 each 32 0
853 - Wingwall 54 ft 52 2 0
Element Quantities
Page 3 of 31 Format Version 20170523
Inspection Date: May 23, 2017
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
6
5
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012057
Russell P. Dunderdale, P.E. 074648-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
3
Posted Vertical Clearance Under:
William Dritz, P.E. 066606-1
Not Posted
Not Posted
July 06, 2017
Posted Vertical Clearance On:
CSX TRANS/PEAT ST
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
5
July 05, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1051082
Report Printed: July 07, 2017 11:03:16 AM
Page 1 of 34 Format Version 20170523
BIN: 1051082 Bridge Inspection ReportInspection Date: May 23, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2017 - Partial length cover plates in all spans.Staggered diaphragms are exempt from 100% hands-oninspection because the webs are greater than 3/8" thick.2017 – A 100 percent hands on inspection was performed forthe special emphasis details. No significant deficiencies werefound.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 – The BIN plate is located on the begin backwall in Bay 4.2017 Access: 60' Man lift with RR Flagging
2017 Improvements:None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 34 Format Version 20170523
BIN: 1051082 Bridge Inspection ReportInspection Date: May 23, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 9165 ft2 8995 170 0
107 - Steel Open Girder/Beam 981 ft 975 6 0
205 - Reinforced Concrete Column 8 each 8 0
220 - Reinforced Concrete Pile/Cap Footing 272 ft 272
225 - Steel Pile 94 each 94
234 - Reinforced Concrete Pier Cap 108 ft 106 2 0
302 - Compression Joint Seal 240 ft 103 137 0
310 - Elastomeric Bearing 24 each 24 0
313 - Fixed Bearing 12 each 12 0
330 - Metal Bridge Railing 337 ft 289 48 0
510 - Wearing Surfaces 8609 ft2 5167 3442 0
515 - Steel Protective Coating 8385 ft2 36 6678 1671 0
800 - Erosion or Scour 360 ft 360 0
811 - Curb 337 ft 337 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 36 each 33 3 0
850 - Backwall 120 ft 120 0
851 - Abutment Pedestal 12 each 12 0
852 - Pier Pedestal 24 each 23 1 0
853 - Wingwall 56 ft 55 1 0
Element Quantities
Page 3 of 34 Format Version 20170523
Inspection Date: June 12, 2018
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
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012058
Dennis Conley, P.E. 071469-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
July 12, 2018
Inventoried Vertical Clearances:
PROPOSED I690
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
5
July 12, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1051120
Report Printed: July 17, 2018 8:07:13 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 28 Format Version 20171005
BIN: 1051120 Bridge Inspection ReportInspection Date: June 12, 2018
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands On Required. All lower lateral bracing gussetplates.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind BIN Plate on Begin Left.
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 28 Format Version 20171005
BIN: 1051120 Bridge Inspection ReportInspection Date: June 12, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
K.WAY ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
14 - Step Ladder
15 - Extension Ladder
19 - Up to 30 Foot Lift
* 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
06/12/2018 09:00 AM 12:00 PM 72 sun
Inspection Times (hours)
8None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 28 Format Version 20171005
BIN: 1051120 Bridge Inspection ReportInspection Date: June 12, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 8184 ft2 819 7360 5 0
107 - Steel Open Girder/Beam 968 ft 958 6 4 0
215 - Reinforced Concrete Abutment 282 ft 117 137 28 0
220 - Reinforced Concrete Pile/Cap Footing 160 ft 160
225 - Steel Pile 86 each 86
300 - Strip Seal Expansion Joint 67 ft 62 5 0
311 - Movable Bearing 8 each 5 3 0
313 - Fixed Bearing 8 each 6 2 0
330 - Metal Bridge Railing 248 ft 170 78 0
331 - Reinforced Concrete Bridge Railing 248 ft 124 62 62 0
515 - Steel Protective Coating 15950 ft2 9250 4046 2654 0
800 - Erosion or Scour 132 ft 122 10 0
810 - Sidewalk 248 ft2 227 21 0
811 - Curb 248 ft 248 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 16 each 12 4 0
850 - Backwall 122 ft 110 10 2 0
851 - Abutment Pedestal 16 each 12 3 1 0
Element Quantities
Page 4 of 28 Format Version 20171005
Inspection Date: April 27, 2017
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
7
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012044
Dennis Conley, P.E. 071469-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
1
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 23, 2017
Posted Vertical Clearance On:
PEAT STREET
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
May 10, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: YES
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1051159
Report Printed: June 07, 2017 11:56:19 AM
Page 1 of 22 Format Version 20170523
BIN: 1051159 Bridge Inspection ReportInspection Date: April 27, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% hands-on inspection was performed on cover plate weldsas required, see BIN folder for details..
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind BIN plate on End abutment.
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Further Investigation Type Remarks
Other Investigate the source of steady flowing water from behind the Endabutment at all const joints.
Snow FenceNone
Pedestrian Fence HeightNone
Further Investigation
Page 2 of 22 Format Version 20170523
BIN: 1051159 Bridge Inspection ReportInspection Date: April 27, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 7473 ft2 7000 400 73 0
107 - Steel Open Girder/Beam 1022 ft 1022 0
215 - Reinforced Concrete Abutment 214 ft 75 132 7 0
220 - Reinforced Concrete Pile/Cap Footing 273 ft 273
225 - Steel Pile 59 each 59
228 - Timber Pile 200 each 200
302 - Compression Joint Seal 210 ft 210 0
311 - Movable Bearing 14 each 14 0
313 - Fixed Bearing 14 each 14 0
321 - Reinforced Concrete Approach Slab 2034 ft2 1534 500 0
331 - Reinforced Concrete Bridge Railing 148 ft 148 0
510 - Wearing Surfaces 7107 ft2 5686 1421 0
515 - Steel Protective Coating 28 ft2 28 0
800 - Erosion or Scour 273 ft 273 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 28 each 28 0
850 - Backwall 214 ft 115 45 54 0
851 - Abutment Pedestal 28 each 18 10 0
853 - Wingwall 59 ft 29 25 5 0
Element Quantities
Page 3 of 22 Format Version 20170523
Inspection Date: December 14, 2017
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
6
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
S. MIDLER AVENUE
Russell P. Dunderdale, P.E. 074648-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
4
William Dritz, P.E. 066606-1
Not Posted
Not Posted
January 18, 2018
Inventoried Vertical Clearances:
690I690I33012050
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
January 18, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: Collision
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1051160
Report Printed: January 22, 2018 8:49:31 AM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 45 Format Version 20171005
BIN: 1051160 Bridge Inspection ReportInspection Date: December 14, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2017 – The 100 percent hands on inspection for the partiallength cover plates was not waived for the 2017 inspection as itwas for the 2015 inspection, therefore a 100 percent hands oninspection was performed for the special emphasis details(partial length cover plates in spans 2 through 4). No defectswere found.
Other (Unique & unusualfeatures)
Locations of Impact on G1 inSpan 2
Yes 2017 – A 100 percent hands on inspection was performed forthe impact damage on G1 in span 2. No cracks were found.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 - BIN Plate is on the inside of the begin right wingwall.
2017 Access - Lane closures with 2 attenuators, rented bucket truck, extension ladder.
2017 – The superstructure steel and bearings were painted since the previous inspection (photos 1, 2, 5 and 22). Someasphalt approach pavement patches have been applied at the begin and end approaches near the bridge (photos 4 and6).
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence Height8'
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 45 Format Version 20171005
BIN: 1051160 Bridge Inspection ReportInspection Date: December 14, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Claidio Carpentiere Traffic Control McClain
Michelle M. Talkiewicz ATL Lu Engineers
Mike McClain Traffic Control McClain
Quincy McClain Traffic Control Foreman McClain
General Equipment Required for Inspection*
Access Type
13 - Walking
15 - Extension Ladder
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
12/14/2017 07:30 AM 03:30 PM 15 Partly to Mostly Cloudy
Inspection Times (hours)
206
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 45 Format Version 20171005
BIN: 1051160 Bridge Inspection ReportInspection Date: December 14, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 11893 ft2 11890 3 0
107 - Steel Open Girder/Beam 1609 ft 1537 72 0
205 - Reinforced Concrete Column 12 each 8 4 0
220 - Reinforced Concrete Pile/Cap Footing 385 ft 385
234 - Reinforced Concrete Pier Cap 177 ft 141 36 0
306 - Other Joint 174 ft 174 0
311 - Movable Bearing 32 each 32 0
313 - Fixed Bearing 32 each 24 8 0
330 - Metal Bridge Railing 418 ft 418 0
510 - Wearing Surfaces 9984 ft2 6988 2996 0
515 - Steel Protective Coating 21127 ft2 13522 7605 0
800 - Erosion or Scour 531 ft 511 20 0
810 - Sidewalk 958 ft2 958 0
811 - Curb 418 ft 418 0
830 - Secondary Members 4 each 3 1 0
831 - Steel Beam End 48 each 36 12 0
850 - Backwall 174 ft 174 0
851 - Abutment Pedestal 16 each 16 0
852 - Pier Pedestal 48 each 45 3 0
Element Quantities
Page 4 of 45 Format Version 20171005
Inspection Date: December 13, 2016
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
6
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012011
Andrew Lachina, P.E. 092598-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
3
Posted Vertical Clearance Under:
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
Not Posted
January 31, 2017
Posted Vertical Clearance On:
BEAR ST EXTENSION
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
Bridge Load Posting:
January 30, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1053931
Report Printed: February 01, 2017 11:21:09
Page 1 of 32 Format Version 20170103
BIN: 1053931 Bridge Inspection ReportInspection Date: December 13, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2016 – All 3 Spans, Interior Girders G2 thru G5, category Ewelds at ends of partial length cover plates. A 100% “Hands-On” Inspection was performed on all special emphasis details,and no defects were found. See BIN folder for additionalinformation.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorThe BIN Plate is attached to the End Backwall in girder Bay 3 (Damaged).
2016 Inspection used a bucket van with Left and Right shoulder closures and a shadow vehicle on Bear St. Ext. toinspection pier elements and special emphasis details.
2016 - None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 32 Format Version 20170103
BIN: 1053931 Bridge Inspection ReportInspection Date: December 13, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 5542 ft2 4529 1010 3 0
107 - Steel Open Girder/Beam 726 ft 724 2 0
205 - Reinforced Concrete Column 8 each 5 3 0
215 - Reinforced Concrete Abutment 102 ft 78 21 3 0
220 - Reinforced Concrete Pile/Cap Footing 287 ft 287
227 - Reinforced Concrete Pile 80 each 80
234 - Reinforced Concrete Pier Cap 98 ft 89 9 0
302 - Compression Joint Seal 98 ft 69 29 0
310 - Elastomeric Bearing 36 each 36 0
330 - Metal Bridge Railing 242 ft 242 0
331 - Reinforced Concrete Bridge Railing 242 ft 62 180 0
510 - Wearing Surfaces 5082 ft2 4362 720 0
515 - Steel Protective Coating 5228 ft2 5107 87 34 0
800 - Scour 362 ft 362 0
811 - Curb 242 ft 242
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 24 each 22 2 0
850 - Backwall 98 ft 74 21 3 0
851 - Abutment Pedestal 12 each 9 3 0
852 - Pier Pedestal 12 each 11 1 0
853 - Wingwall 60 ft 60 0
Element Quantities
Page 3 of 32 Format Version 20170103
Inspection Date: December 13, 2016
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
6
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012011
Andrew Lachina, P.E. 092598-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
3
Posted Vertical Clearance Under:
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
Not Posted
January 31, 2017
Posted Vertical Clearance On:
BEAR ST EXTENSION
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
Bridge Load Posting:
January 30, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1053932
Report Printed: February 01, 2017 11:29:19
Page 1 of 33 Format Version 20170103
BIN: 1053932 Bridge Inspection ReportInspection Date: December 13, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2016 – All 3 Spans, Interior Girders G2 thru G5, category E andE’ welds at ends of partial length cover plates. A 100% “Hands-On” Inspection was performed on all special emphasis details,and no defects were found. See BIN folder for additionalinformation.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorThe BIN Plate is attached to the End Backwall in girder Bay 4 (Damaged).
2016 Inspection used a bucket van with Left and Right shoulder closures and a shadow vehicle on Bear St. Ext. toinspection pier elements and special emphasis details.
2016 - None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 33 Format Version 20170103
BIN: 1053932 Bridge Inspection ReportInspection Date: December 13, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 6871 ft2 6536 335 0
107 - Steel Open Girder/Beam 901 ft 857 37 7 0
205 - Reinforced Concrete Column 8 each 6 2 0
215 - Reinforced Concrete Abutment 114 ft 79 30 5 0
220 - Reinforced Concrete Pile/Cap Footing 330 ft 330
227 - Reinforced Concrete Pile 94 each 94
234 - Reinforced Concrete Pier Cap 114 ft 110 4 0
304 - Open Expansion Joint 112 ft 112 0
310 - Elastomeric Bearing 36 each 36 0
330 - Metal Bridge Railing 300 ft 295 5 0
331 - Reinforced Concrete Bridge Railing 300 ft 79 220 1 0
510 - Wearing Surfaces 6302 ft2 5402 900 0
515 - Steel Protective Coating 6873 ft2 6798 75 0
800 - Scour 433 ft 433 0
811 - Curb 302 ft 302
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 24 each 18 6 0
850 - Backwall 115 ft 90 20 5 0
851 - Abutment Pedestal 12 each 10 2 0
852 - Pier Pedestal 12 each 12 0
853 - Wingwall 84 ft 84 0
Element Quantities
Page 3 of 33 Format Version 20170103
Inspection Date: April 26, 2018
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
5
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012013
Dennis Conley, P.E. 071469-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 25, 2018
Inventoried Vertical Clearances:
LIBERTY STREET
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
May 24, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1053941
Report Printed: May 29, 2018 1:08:59 PM
Johnbull Bello Date: May 25, 2018
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 23 Format Version 20171005
BIN: 1053941 Bridge Inspection ReportInspection Date: April 26, 2018
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
No Exempt - Eval 1 Fatigue Life > 12 years. Re-Analyze in 2022.100% Hands-on was performed in 2014.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorLook for BIN plate at Begin Left.
New luminaires in all four corners (Pic#2). Total 4.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 23 Format Version 20171005
BIN: 1053941 Bridge Inspection ReportInspection Date: April 26, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
K.WAY ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
04/26/2018 08:00 AM 10:00 AM 45 PC
Inspection Times (hours)
71
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 23 Format Version 20171005
BIN: 1053941 Bridge Inspection ReportInspection Date: April 26, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 3245 ft2 2434 649 162 0
107 - Steel Open Girder/Beam 445 ft 400 30 15 0
215 - Reinforced Concrete Abutment 102 ft 85 17 0
220 - Reinforced Concrete Pile/Cap Footing 223 ft 223
227 - Reinforced Concrete Pile 239 each 239
301 - Pourable Joint Seal 49 ft 18 9 22 0
311 - Movable Bearing 7 each 4 3 0
313 - Fixed Bearing 7 each 5 2 0
330 - Metal Bridge Railing 135 ft 135 0
331 - Reinforced Concrete Bridge Railing 135 ft 100 35 0
510 - Wearing Surfaces 2992 ft2 1945 748 299 0
515 - Steel Protective Coating 4009 ft2 2635 981 393 0
800 - Erosion or Scour 193 ft 193 0
811 - Curb 135 ft 102 11 22 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 14 each 10 4 0
850 - Backwall 98 ft 84 14 0
851 - Abutment Pedestal 14 each 14 0
853 - Wingwall 91 ft 81 10 0
Element Quantities
Page 4 of 23 Format Version 20171005
Inspection Date: April 26, 2018
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
5
7
8
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012013
Dennis Conley, P.E. 071469-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 30, 2018
Inventoried Vertical Clearances:
LIBERTY STREET
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
May 30, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1053942
Report Printed: May 30, 2018 2:18:31 PM
Date:
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 23 Format Version 20171005
BIN: 1053942 Bridge Inspection ReportInspection Date: April 26, 2018
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
No Exempt - Eval 1 Fatigue Life > 12 years. Re-Analyze in 2022.100% Hands-on was performed in 2014.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind BIN plate on Begin Left.
New luminaires in each corner (Pic#4). 4 total.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 23 Format Version 20171005
BIN: 1053942 Bridge Inspection ReportInspection Date: April 26, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
K.WAY ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
15 - Extension Ladder
19 - Up to 30 Foot Lift
* 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
04/26/2018 12:00 PM 02:00 PM 45 PC
Inspection Times (hours)
71
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 23 Format Version 20171005
BIN: 1053942 Bridge Inspection ReportInspection Date: April 26, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 3272 ft2 1800 818 654 0
107 - Steel Open Girder/Beam 452 ft 406 30 16 0
215 - Reinforced Concrete Abutment 152 ft 131 21 0
220 - Reinforced Concrete Pile/Cap Footing 210 ft 210
227 - Reinforced Concrete Pile 183 each 183
301 - Pourable Joint Seal 48 ft 24 24 0
311 - Movable Bearing 7 each 5 2 0
313 - Fixed Bearing 7 each 6 1 0
330 - Metal Bridge Railing 136 ft 136 0
331 - Reinforced Concrete Bridge Railing 136 ft 68 34 34 0
510 - Wearing Surfaces 3017 ft2 1057 754 1206 0
515 - Steel Protective Coating 4061 ft2 2473 1193 395 0
800 - Erosion or Scour 223 ft 223 0
811 - Curb 136 ft 136 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 14 each 14 0
850 - Backwall 98 ft 98 0
851 - Abutment Pedestal 14 each 11 2 1 0
853 - Wingwall 118 ft 73 29 16 0
Element Quantities
Page 4 of 23 Format Version 20171005
Inspection Date: April 23, 2018
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
5
7
8
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33012017
Paul Lindemann, P.E. 089174-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Glenn Klein, P.E. 077482-1
Not Posted
Not Posted
June 01, 2018
Inventoried Vertical Clearances:
VAN RENSSELAER ST
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1968
5
May 30, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1053969
Report Printed: June 01, 2018 11:03:33 AM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 21 Format Version 20171005
BIN: 1053969 Bridge Inspection ReportInspection Date: April 23, 2018
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Exempt from 100% Hands onInspection Eval 1 Life > 12years. Re-analyse in 2022.
No Stress Calculations in BIN folder
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2018: BIN plate is missing.Best access to top side at Begin Left, End Left and Begin Right
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionMissing
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 21 Format Version 20171005
BIN: 1053969 Bridge Inspection ReportInspection Date: April 23, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Jamey Lazio Maimone ATL Ravi Engineering
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
04/23/2018 08:30 AM 02:00 PM 60 Sunny
Inspection Times (hours)
9None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 21 Format Version 20171005
BIN: 1053969 Bridge Inspection ReportInspection Date: April 23, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 8325 ft2 8000 300 25 0
107 - Steel Open Girder/Beam 1007 ft 967 40 0
215 - Reinforced Concrete Abutment 270 ft 260 10 0
220 - Reinforced Concrete Pile/Cap Footing 278 ft 278
227 - Reinforced Concrete Pile 140 each 140
228 - Timber Pile 12 each 12
300 - Strip Seal Expansion Joint 123 ft 100 23 0
311 - Movable Bearing 16 each 16 0
313 - Fixed Bearing 16 each 16 0
330 - Metal Bridge Railing 137 ft 137 0
331 - Reinforced Concrete Bridge Railing 205 ft 170 35 0
510 - Wearing Surfaces 7722 ft2 7722 0
515 - Steel Protective Coating 6622 ft2 4625 1516 330 151 0
800 - Erosion or Scour 397 ft 397 0
811 - Curb 137 ft 137 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 32 each 32 0
850 - Backwall 256 ft 256 0
851 - Abutment Pedestal 32 each 30 2 0
853 - Wingwall 125 ft 123 2 0
Element Quantities
Page 4 of 21 Format Version 20171005
Inspection Date: October 03, 2016
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
7
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
KINNE ROAD
David Fredenburg
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
2
Posted Vertical Clearance Under:
Richard O'Neil, P.E. 057986-1
Not Posted
Not Posted
Not Posted
December 27, 2016
Posted Vertical Clearance On:
481I481I33012053
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
5
Bridge Load Posting:
December 14, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1064650
Report Printed: December 28, 2016 8:52:27
Page 1 of 33 Format Version 20161221
BIN: 1064650 Bridge Inspection ReportInspection Date: October 03, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands on inspection was performed on the Category 'E'welds on the gusset plate/bottom flange connections of allgirders in spans 1 and 2. These are non-exempt because of thecurvature of the girders.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the end abutment under G3.
High mast camera pole inspection required and needs to be signed off on in BIN folder.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence Height8'
Page 2 of 33 Format Version 20161221
BIN: 1064650 Bridge Inspection ReportInspection Date: October 03, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 7748 ft2 7748 0
107 - Steel Open Girder/Beam 958 ft 958 0
205 - Reinforced Concrete Column 2 each 2 0
215 - Reinforced Concrete Abutment 81 ft 81 0
220 - Reinforced Concrete Pile/Cap Footing 126 ft 126
234 - Reinforced Concrete Pier Cap 41 ft 36 5 0
302 - Compression Joint Seal 84 ft 68 16 0
311 - Movable Bearing 10 each 10 0
313 - Fixed Bearing 10 each 8 2 0
330 - Metal Bridge Railing 390 ft 389 1 0
515 - Steel Protective Coating 12746 ft2 9999 2747 0
810 - Sidewalk 829 ft2 825 4 0
811 - Curb 390 ft 390 0
831 - Steel Beam End 15 each 15 0
850 - Backwall 81 ft 81 0
851 - Abutment Pedestal 10 each 9 1 0
852 - Pier Pedestal 5 each 3 2 0
853 - Wingwall 150 ft 145 5 0
Element Quantities
Page 3 of 33 Format Version 20161221
Inspection Date: October 13, 2016
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
5
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
635 635 33101002
Glenford A. Mullings, P.E. 087786-1
Village of EAST SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
4
Posted Vertical Clearance Under:
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
Not Posted
January 04, 2017
Posted Vertical Clearance On:
690I690I33013000
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
5
Bridge Load Posting:
December 30, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
1
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1064689
Report Printed: January 05, 2017 2:41:09
Page 1 of 93 Format Version 20170103
BIN: 1064689 Bridge Inspection ReportInspection Date: October 13, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
Details vulnerable tofatigue cracks
Staggered diaphragmsconnection plates to girderwebs (tw < 0.4")
Yes 2016: No defects detected
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN Plate is located on the End abutment stem, Bay 8
2016 Access:- Walking- Extension Ladder- Bucket Van- WZTC (Lane Closure including Shadow Vehicle with Impact Attenuator)
2016:- None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence Height6'
Page 2 of 93 Format Version 20170103
BIN: 1064689 Bridge Inspection ReportInspection Date: October 13, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 31751 ft2 28577 3174 0
107 - Steel Open Girder/Beam 3874 ft 3622 252 0
205 - Reinforced Concrete Column 12 each 2 10 0
215 - Reinforced Concrete Abutment 203 ft 136 67 0
220 - Reinforced Concrete Pile/Cap Footing 597 ft 597
225 - Steel Pile 179 each 179
234 - Reinforced Concrete Pier Cap 303 ft 246 57 0
302 - Compression Joint Seal 404 ft 364 40 0
311 - Movable Bearing 48 each 48 0
313 - Fixed Bearing 48 each 36 12 0
330 - Metal Bridge Railing 683 ft 555 128 0
331 - Reinforced Concrete Bridge Railing 342 ft 342 0
510 - Wearing Surfaces 30726 ft2 30721 5 0
515 - Steel Protective Coating 50146 ft2 3225 39703 7218 0
800 - Scour 557 ft 525 32 0
811 - Curb 683 ft 683 0
830 - Secondary Members 4 each 4 0
831 - Steel Beam End 84 each 84 0
850 - Backwall 203 ft 194 9 0
851 - Abutment Pedestal 24 each 20 4 0
852 - Pier Pedestal 36 each 25 11 0
853 - Wingwall 90 ft 54 36 0
Element Quantities
Page 3 of 93 Format Version 20170103
Inspection Date: October 23, 2017
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
6
7
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33013008
David Fredenburg, P.E. 96825
Village of EAST SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
2
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
November 20, 2017
Inventoried Vertical Clearances:
BRIDGE STREET
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
5
November 16, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1064691
Report Printed: November 20, 2017 11:22:16 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 33 Format Version 20171005
BIN: 1064691 Bridge Inspection ReportInspection Date: October 23, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection was performed on all span 1 andspan 2 interior and exterior coverplate welds.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the end abutment backwall, bay 6.
Bucket truck with Lane Closure used around the piers.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 33 Format Version 20171005
BIN: 1064691 Bridge Inspection ReportInspection Date: October 23, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Mike McClain TMA McCLain
Nic Reeves ATL NYSDOT
Quincey McClain SUPER McClain
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
10/23/2017 08:30 AM 12:00 PM 58 Sunny
Inspection Times (hours)
72
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 33 Format Version 20171005
BIN: 1064691 Bridge Inspection ReportInspection Date: October 23, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 11460 ft2 11382 78 0
107 - Steel Open Girder/Beam 1690 ft 1686 4 0
205 - Reinforced Concrete Column 4 each 1 3 0
220 - Reinforced Concrete Pile/Cap Footing 278 ft 278
227 - Reinforced Concrete Pile 108 each 108
234 - Reinforced Concrete Pier Cap 65 ft 50 15 0
302 - Compression Joint Seal 134 ft 67 67 0
306 - Other Joint 67 ft 34 33 0
311 - Movable Bearing 20 each 20 0
313 - Fixed Bearing 20 each 20 0
330 - Metal Bridge Railing 346 ft 164 182 0
510 - Wearing Surfaces 10939 ft2 10939 0
515 - Steel Protective Coating 16625 ft2 12809 3816 0
800 - Erosion or Scour 254 ft 254 0
811 - Curb 348 ft 348 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 40 each 40 0
850 - Backwall 130 ft 127 3 0
851 - Abutment Pedestal 20 each 19 1 0
852 - Pier Pedestal 20 each 16 4 0
Element Quantities
Page 4 of 33 Format Version 20171005
Inspection Date: October 23, 2017
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
6
7
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33013008
David Fredenburg, P.E. 96825
Village of EAST SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
2
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
November 28, 2017
Inventoried Vertical Clearances:
BRIDGE STREET
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1971
5
November 28, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1064692
Report Printed: November 28, 2017 10:43:54 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 29 Format Version 20171005
BIN: 1064692 Bridge Inspection ReportInspection Date: October 23, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection was performed on all exterior andinterior coverplates of spans 1 and 2.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the end abutment backwall, bay 6.
Bucket truck with Lane Closure used around the piers.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 29 Format Version 20171005
BIN: 1064692 Bridge Inspection ReportInspection Date: October 23, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Mike McClain TMA McClain
Nic Reeves ATL NYSDOT
Quincey McClain Super McClain
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
10/23/2017 08:30 AM 12:00 PM 58 Sunny
Inspection Times (hours)
72
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 29 Format Version 20171005
BIN: 1064692 Bridge Inspection ReportInspection Date: October 23, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 11460 ft2 11445 15 0
107 - Steel Open Girder/Beam 1690 ft 1686 4 0
205 - Reinforced Concrete Column 4 each 4 0
220 - Reinforced Concrete Pile/Cap Footing 248 ft 248
227 - Reinforced Concrete Pile 108 each 108
234 - Reinforced Concrete Pier Cap 65 ft 55 10 0
302 - Compression Joint Seal 134 ft 67 67 0
306 - Other Joint 67 ft 67 0
311 - Movable Bearing 20 each 20 0
313 - Fixed Bearing 20 each 20 0
330 - Metal Bridge Railing 346 ft 346 0
510 - Wearing Surfaces 10939 ft2 10939 0
515 - Steel Protective Coating 16625 ft2 12829 3796 0
800 - Erosion or Scour 254 ft 254 0
811 - Curb 348 ft 348 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 40 each 40 0
850 - Backwall 130 ft 109 21 0
851 - Abutment Pedestal 20 each 19 1 0
852 - Pier Pedestal 20 each 18 2 0
Element Quantities
Page 4 of 29 Format Version 20171005
Inspection Date: November 13, 2017
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
5
5
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
I481 SB TO I81 SB
Russell P. Dunderdale, P.E. 074648-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
5
Robert W. Boone, P.E. 060047-1
Not Posted
Not Posted
December 20, 2017
Inventoried Vertical Clearances:
81I 81I33032013 SB
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
4 - Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
4
December 19, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: Steel
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1069090
Report Printed: December 21, 2017 8:33:14 AM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 47 Format Version 20171005
BIN: 1069090 Bridge Inspection ReportInspection Date: November 13, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes Longitudinal stiffeners and welded gusset plates for thesecondary to primary (tension zone) connections.
2017 – A 100 percent hands on inspection was performed forthe special emphasis details. No defects were found. Seespecial emphasis section in the BIN folder.
Steel Web Bearing Area Yes 2017 - G1 at the end of span 3 and G5 at the end of span 5have overall web/bearing stiffener horizontal plane sectionlosses of 17 percent and 26 percent respectively.
2017 – A 100 percent hands on inspection was performed forthe special emphasis details. No defects were found. Seespecial emphasis section in the BIN folder.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 - The BIN plate is at the begin left wingwall.2017 Access - Walking, UB60, Lane Closure with Attenuator
2017 Improvements: The left curb near midspan of span 4 has been repaired. The left curb near the end of span 5 hasbeen repaired.The right 10 feet of the pier 1 and pier 3 joints has had their headers patched since the last inspection. The concreteheader at the end abutment has also been patched.The section loss previously reported at the lower 1 foot of the web of G1 before the bearing stiffener at the beginning ofspan 4 over pier 3 has been repaired since the last inspection by welding a 3/8 inch thick plate to the lower 1 foot ±above the bearing. In addition, an 8 inch +/- high plate has been welded at the upper 8 inches ± of the web of G1 at thebeginning of span 3.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 47 Format Version 20171005
BIN: 1069090 Bridge Inspection ReportInspection Date: November 13, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Mark Lacey Traffic Control McClain
Michelle M. Talkiewicz ATL Lu Engineers
Mike McClain Traffic Control McClain
Quincy McClain Traffic Control McClain
Tom Page UBIU 60 Driver/Operator NE Bridge
General Equipment Required for Inspection*
Access Type
13 - Walking
17 - 60 foot Under Bridge Inspection Unit (UBIU)
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
11/06/2017 10:00 AM 11:30 AM 50 Cloudy with Rain
11/13/2017 07:30 AM 02:45 PM 35 Cloudy with Snow
Inspection Times (hours)
208
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 47 Format Version 20171005
BIN: 1069090 Bridge Inspection ReportInspection Date: November 13, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 25280 ft2 18453 6827 0
107 - Steel Open Girder/Beam 3925 ft 3917 8 0
210 - Reinforced Concrete Pier Wall 48 ft 36 11 1 0
215 - Reinforced Concrete Abutment 142 ft 79 44 19 0
220 - Reinforced Concrete Pile/Cap Footing 248 ft 248
234 - Reinforced Concrete Pier Cap 128 ft 62 56 10 0
300 - Strip Seal Expansion Joint 96 ft 82 14 0
314 - Pot Bearing 35 each 5 30 0
321 - Reinforced Concrete Approach Slab 2027 ft2 1418 609 0
330 - Metal Bridge Railing 1580 ft 1580 0
510 - Wearing Surfaces 22910 ft2 16033 6877 0
515 - Steel Protective Coating 75518 ft2 20 59659 15839 0
800 - Erosion or Scour 220 ft 176 44 0
811 - Curb 1580 ft 1490 90 0
830 - Secondary Members 5 each 5 0
831 - Steel Beam End 20 each 18 2 0
850 - Backwall 64 ft 59 5 0
851 - Abutment Pedestal 10 each 9 1 0
852 - Pier Pedestal 25 each 18 4 3 0
Element Quantities
Page 4 of 47 Format Version 20171005
Inspection Date: October 17, 2016
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
7
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
I81 SB RAMP TO I4
David Fredenburg
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
3
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
Not Posted
January 12, 2017
Posted Vertical Clearance On:
81I 81I33032014
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
Bridge Load Posting:
January 11, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1069100
Report Printed: January 12, 2017 9:13:43
Page 1 of 35 Format Version 20170103
BIN: 1069100 Bridge Inspection ReportInspection Date: October 17, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
Non-redundant orFracture-Critical Structures
Yes 100% Hands on Inspection was performed on the steel capbeam at Pier 1.
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection was performed on all gusset plateto bottom flange of girder connections of the diaphrams.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the begin right wingwall face.
Bucket Truck used with 2 - Single lane closures on I81 NB.
It may be more advantageous to use a 40' UBIU to inspect this bridge and all the gusset plate welds in all three spans.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 35 Format Version 20170103
BIN: 1069100 Bridge Inspection ReportInspection Date: October 17, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 14116 ft2 3520 10596 0
107 - Steel Open Girder/Beam 2247 ft 2247 0
152 - Steel Floor Beam 91 ft 91 0
205 - Reinforced Concrete Column 4 each 4 0
215 - Reinforced Concrete Abutment 124 ft 124 0
220 - Reinforced Concrete Pile/Cap Footing 437 ft 0 437
234 - Reinforced Concrete Pier Cap 44 ft 39 5 0
302 - Compression Joint Seal 176 ft 54 122 0
311 - Movable Bearing 21 each 16 5 0
313 - Fixed Bearing 21 each 19 2 0
321 - Reinforced Concrete Approach Slab 3063 ft2 1781 1282 0
330 - Metal Bridge Railing 642 ft 642 0
515 - Steel Protective Coating 36826 ft2 36826 0
811 - Curb 642 ft 641 1 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 35 each 35 0
850 - Backwall 89 ft 81 8 0
851 - Abutment Pedestal 14 each 14 0
852 - Pier Pedestal 14 each 12 2 0
853 - Wingwall 222 ft 222 0
Element Quantities
Page 3 of 35 Format Version 20170103
Inspection Date: October 25, 2016
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
6
5
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
BRIGHTON AVE
Dennis Conley, P.E. 071469-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Posted Vertical Clearance Under:
Ezika Unobagha, P.E. 067103-1
Not Posted
Not Posted
Not Posted
January 18, 2017
Posted Vertical Clearance On:
I481RAMPFROMI81SB
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
Bridge Load Posting:
January 10, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1069110
Report Printed: January 19, 2017 9:04:52
Page 1 of 25 Format Version 20170103
BIN: 1069110 Bridge Inspection ReportInspection Date: October 25, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
No Gusset Plate welds in bay#'s 1 & 10 are exempt from 100%hands-on inspection indefinitely
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind BIN plate on End Left stem.
Both deck joints and headers have been replaced with a composite header with a pourable seal.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 25 Format Version 20170103
BIN: 1069110 Bridge Inspection ReportInspection Date: October 25, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 18106 ft2 9053 9053 0
107 - Steel Open Girder/Beam 2077 ft 1662 415 0
215 - Reinforced Concrete Abutment 204 ft 164 40 0
220 - Reinforced Concrete Pile/Cap Footing 267 ft 267
301 - Pourable Joint Seal 192 ft 192 0
311 - Movable Bearing 11 each 11 0
313 - Fixed Bearing 11 each 11 0
321 - Reinforced Concrete Approach Slab 7544 ft2 3772 3772 0
330 - Metal Bridge Railing 1134 ft 1134 0
515 - Steel Protective Coating 51893 ft2 24352 11990 15551 0
800 - Scour 257 ft 172 45 40 0
810 - Sidewalk 944 ft2 756 94 90 4 0
811 - Curb 378 ft 303 75 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 22 each 10 8 4 0
850 - Backwall 200 ft 152 40 8 0
851 - Abutment Pedestal 22 each 19 3 0
853 - Wingwall 53 ft 35 10 8 0
Element Quantities
Page 3 of 25 Format Version 20170103
Inspection Date: October 25, 2016
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
6
5
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
BRIGHTON AVE
Dennis Conley, P.E. 071469-1
City of SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Posted Vertical Clearance Under:
Ezika Unobagha, P.E. 067103-1
Not Posted
Not Posted
Not Posted
January 18, 2017
Posted Vertical Clearance On:
I481RAMPTO81NB
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
Bridge Load Posting:
January 10, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1069120
Report Printed: January 19, 2017 9:05:58
Page 1 of 21 Format Version 20170103
BIN: 1069120 Bridge Inspection ReportInspection Date: October 25, 2016
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
No Gusset plate welds in fascia bays are exempt from 100%hands-on inspection indefinitely.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorNone
Both deck joints and headers have been replaced with a composite header with a pourable seal.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 21 Format Version 20170103
BIN: 1069120 Bridge Inspection ReportInspection Date: October 25, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 16100 ft2 8050 8050 0
107 - Steel Open Girder/Beam 1810 ft 1448 362 0
215 - Reinforced Concrete Abutment 176 ft 176 0
220 - Reinforced Concrete Pile/Cap Footing 176 ft 176
301 - Pourable Joint Seal 176 ft 176 0
311 - Movable Bearing 10 each 10 0
313 - Fixed Bearing 10 each 10 0
321 - Reinforced Concrete Approach Slab 6400 ft2 3200 3200 0
330 - Metal Bridge Railing 1104 ft 1000 104 0
515 - Steel Protective Coating 18915 ft2 9587 5682 3646 0
800 - Scour 364 ft 364 0
810 - Sidewalk 1012 ft2 600 304 100 8 0
811 - Curb 368 ft 292 36 40 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 20 each 6 4 10 0
850 - Backwall 160 ft 149 11 0
851 - Abutment Pedestal 20 each 10 10 0
853 - Wingwall 188 ft 149 37 2 0
Element Quantities
Page 3 of 21 Format Version 20170103
Inspection Date: March 27, 2018
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
5
6
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I 481I33012010
David Fredenburg, P.E. 96825
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
20 Feet 7 Inches
April 10, 2018
Inventoried Vertical Clearances:
DRIVWY TO QUARRY
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
April 10, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1069131
Report Printed: April 18, 2018 2:44:12 PM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 29 Format Version 20171005
BIN: 1069131 Bridge Inspection ReportInspection Date: March 27, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the end abutment under G4.
A bucket truck was used to inspect this bridge this cycle. (2018 Inspection)
Driveway to gain access is locked: contact Barret Paving's Jamesville Quarry office (was 469-3251 for 2016 inspection)or lock combination to gates are in BIN folder.
None.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 29 Format Version 20171005
BIN: 1069131 Bridge Inspection ReportInspection Date: March 27, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Nic Reeves ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
15 - Extension Ladder
19 - Up to 30 Foot Lift
* 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
03/27/2018 09:15 AM 11:15 AM 40 Partly Cloudy
Inspection Times (hours)
6None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 29 Format Version 20171005
BIN: 1069131 Bridge Inspection ReportInspection Date: March 27, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4533 ft2 3600 933 0
107 - Steel Open Girder/Beam 599 ft 399 200 0
215 - Reinforced Concrete Abutment 157 ft 146 9 2 0
220 - Reinforced Concrete Pile/Cap Footing 235 ft 235
302 - Compression Joint Seal 89 ft 45 44 0
311 - Movable Bearing 6 each 6 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 2683 ft2 1610 1008 65 0
330 - Metal Bridge Railing 206 ft 198 8 0
515 - Steel Protective Coating 8684 ft2 6019 2224 441 0
800 - Erosion or Scour 191 ft 191 0
811 - Curb 206 ft 206 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 12 each 8 4 0
850 - Backwall 89 ft 87 2 0
851 - Abutment Pedestal 12 each 10 2 0
853 - Wingwall 34 ft 34 0
Element Quantities
Page 4 of 29 Format Version 20171005
Inspection Date: March 26, 2018
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
5
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I 481I33012010
David Fredenburg, P.E. 96825
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
20 Feet 7 Inches
March 29, 2018
Inventoried Vertical Clearances:
DRIVWY TO QUARRY
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
March 28, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1069132
Report Printed: April 18, 2018 2:23:00 PM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 29 Format Version 20171005
BIN: 1069132 Bridge Inspection ReportInspection Date: March 26, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on end abutment under G4.
May need UBIU or 40'-60' Manlift to better access beam ends as deterioration progresses in the future. (2016Inspection)
A bucket truck was used to inspect this bridge this cycle. (2018 Inspection)
Driveway to gain access is locked: contact Barret Paving's Jamesville Quarry office (was 469-3251 for 2016 inspection)or lock combination to gates are in BIN folder.
There is an unmarked camera pole located in the begin right quadrant of the bridge.
None.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 29 Format Version 20171005
BIN: 1069132 Bridge Inspection ReportInspection Date: March 26, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Nic Reeves ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
15 - Extension Ladder
19 - Up to 30 Foot Lift
* 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
03/26/2018 09:15 AM 12:15 PM 30 Sunny
Inspection Times (hours)
6None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 29 Format Version 20171005
BIN: 1069132 Bridge Inspection ReportInspection Date: March 26, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4533 ft2 4456 77 0
107 - Steel Open Girder/Beam 599 ft 399 200 0
215 - Reinforced Concrete Abutment 158 ft 144 4 10 0
220 - Reinforced Concrete Pile/Cap Footing 235 ft 235
302 - Compression Joint Seal 89 ft 89 0
311 - Movable Bearing 6 each 6 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 2611 ft2 2517 94 0
330 - Metal Bridge Railing 206 ft 190 16 0
515 - Steel Protective Coating 8684 ft2 8235 449 0
800 - Erosion or Scour 192 ft 192 0
811 - Curb 206 ft 206 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 12 each 8 3 1 0
850 - Backwall 89 ft 81 8 0
851 - Abutment Pedestal 12 each 12 0
853 - Wingwall 34 ft 34 0
Element Quantities
Page 4 of 29 Format Version 20171005
Inspection Date: December 04, 2017
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
6
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012015
Russell P. Dunderdale, P.E. 074648-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
3
William Dritz, P.E. 066606-1
Not Posted
Not Posted
January 12, 2018
Inventoried Vertical Clearances:
NY SUSQUEHNNA & W
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
B - Unpainted Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
January 12, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
1
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1069141
Report Printed: January 16, 2018 1:23:13 PM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 49 Format Version 20171005
BIN: 1069141 Bridge Inspection ReportInspection Date: December 04, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2017 - All 3 Spans have category E attachment welds betweensecondary member connection plates and girder bottomflanges. A 100% “Hands-On” Inspection was performed on allspecial emphasis details. See condition notes for defectsfound.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 - The BIN Plate is attached to the End Left Cheekwall.The Bridge is located at NYS&W RR Milepost 265.99.2017 Access - Walking, UBIU 60 Deployed off the Left Side Due To Superelevation, NY S&W Railroad flagman, Laneclosure with 2 2 attenuators
2017 Improvements:None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 49 Format Version 20171005
BIN: 1069141 Bridge Inspection ReportInspection Date: December 04, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Bob Delano UBIU 60 NE Bridge
Craig Anderson RR Flagman NY S&W Railroad
Mark Laflamme Traffic Control McClain
Michelle M. Talkiewicz ATL Lu Engineers
Mike McClain Traffic Control McClain
Quincy McClain Traffic Control McClain
General Equipment Required for Inspection*
Access Type
13 - Walking
17 - 60 foot Under Bridge Inspection Unit (UBIU)
25 - RR Flagging
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
12/04/2017 08:30 AM 04:00 PM 45 Mostly Sunny
Inspection Times (hours)
1573
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 49 Format Version 20171005
BIN: 1069141 Bridge Inspection ReportInspection Date: December 04, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 26580 ft2 20829 5326 425 0
107 - Steel Open Girder/Beam 3014 ft 2990 20 3 1 0
205 - Reinforced Concrete Column 2 each 2 0
210 - Reinforced Concrete Pier Wall 54 ft 17 36 1 0
215 - Reinforced Concrete Abutment 192 ft 134 58 0
220 - Reinforced Concrete Pile/Cap Footing 293 ft 293
234 - Reinforced Concrete Pier Cap 100 ft 41 54 5 0
301 - Pourable Joint Seal 44 ft 44 0
303 - Assembly Joint with Seal 44 ft 44 0
314 - Pot Bearing 20 each 20 0
321 - Reinforced Concrete Approach Slab 2829 ft2 2412 373 44 0
330 - Metal Bridge Railing 1210 ft 1210 0
510 - Wearing Surfaces 24821 ft2 21360 3452 9 0
515 - Steel Protective Coating 64091 ft2 40626 14243 8810 412 0
800 - Erosion or Scour 312 ft 312 0
811 - Curb 1210 ft 605 574 25 6 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 88 ft 37 7 44 0
851 - Abutment Pedestal 10 each 3 2 5 0
852 - Pier Pedestal 10 each 6 2 2 0
Element Quantities
Page 4 of 49 Format Version 20171005
Inspection Date: December 05, 2017
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
6
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012015
Russell P. Dunderdale, P.E. 074648-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
3
William Dritz, P.E. 066606-1
Not Posted
Not Posted
January 12, 2018
Inventoried Vertical Clearances:
NY SUSQUEHNNA & W
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
B - Unpainted Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
January 12, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1069142
Report Printed: January 19, 2018 9:46:27 AM
William F. Leblanc, P.E. 085471-1 Date: January 16, 2018
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 38 Format Version 20171005
BIN: 1069142 Bridge Inspection ReportInspection Date: December 05, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2017 - All 3 Spans have category E attachment welds betweensecondary member connection plates and girder bottomflanges. A 100% “Hands-On” Inspection was performed on allspecial emphasis details. No significant defects found.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 - The BIN plate is on the end right wingwall.2017 Access - Walking, UBIU 60 Deployed off the right side, NY S&W Railroad flagman, Lane closure with 2 2attenuatorsThe Bridge is located at NYS&W RR Milepost 265.99.
2017 Improvements:2017 – A few asphalt patches were added to the wearing surfaces in spans 2 and 3.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionNew
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 38 Format Version 20171005
BIN: 1069142 Bridge Inspection ReportInspection Date: December 05, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Bob Delano UBIU 60 NE Bridge
Claudio Carpentiere Traffic control - laborer McClain
Michelle M. Talkiewicz ATL Lu Engineers
Mike McClain Traffic control - laborer McClain
Quincy McClain Traffic control - foreman McClain
Shawn Curry RR Flagman NY S&W Railroad
General Equipment Required for Inspection*
Access Type
13 - Walking
17 - 60 foot Under Bridge Inspection Unit (UBIU)
25 - RR Flagging
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
12/05/2017 07:30 AM 02:00 PM 45 Rain, Cloudy
Inspection Times (hours)
1563
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 38 Format Version 20171005
BIN: 1069142 Bridge Inspection ReportInspection Date: December 05, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 27016 ft2 25439 1346 231 0
107 - Steel Open Girder/Beam 3052 ft 3032 20 0
205 - Reinforced Concrete Column 2 each 2 0
210 - Reinforced Concrete Pier Wall 52 ft 26 21 5 0
215 - Reinforced Concrete Abutment 184 ft 153 31 0
220 - Reinforced Concrete Pile/Cap Footing 274 ft 274
234 - Reinforced Concrete Pier Cap 100 ft 42 47 11 0
302 - Compression Joint Seal 88 ft 88 0
314 - Pot Bearing 20 each 15 5 0
321 - Reinforced Concrete Approach Slab 2729 ft2 2457 272 0
330 - Metal Bridge Railing 1225 ft 1225 0
510 - Wearing Surfaces 25174 ft2 23912 1262 0
515 - Steel Protective Coating 63833 ft2 40832 13717 8859 425 0
800 - Erosion or Scour 304 ft 304 0
811 - Curb 1225 ft 1225 0
830 - Secondary Members 3 each 3 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 88 ft 83 5 0
851 - Abutment Pedestal 10 each 5 5 0
852 - Pier Pedestal 10 each 3 3 4 0
Element Quantities
Page 4 of 38 Format Version 20171005
Inspection Date: August 08, 2017
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
6
7
7
7
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012026
Russell P. Dunderdale, P.E. 074648-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
2
Posted Vertical Clearance Under:
William Dritz, P.E. 066606-1
Not Posted
Not Posted
October 03, 2017
Posted Vertical Clearance On:
JAMESVILLE RD CR7
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
4 - Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
October 03, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
1
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1069151
Report Printed: October 04, 2017 7:17:34 AM
Page 1 of 42 Format Version 20170709
BIN: 1069151 Bridge Inspection ReportInspection Date: August 08, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 2017 – Gusset Plate Welded Connection to TensionFlanges inSpans 1 and 22017 – A 100 percent hands on inspection was performed onspecial emphasis and/or fatigue prone details. Refer to the binfolder for sketches and additional information. No defects werefound.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorThe BIN Plate is at end stem.
2017 Access was 60' rental UBIU, shoulder closure and barrier vehicle for span 1;Bucket Truck, Lane Closures and 2 Barrier Vehicles For Span 2.
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 42 Format Version 20170709
BIN: 1069151 Bridge Inspection ReportInspection Date: August 08, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 12672 ft2 8872 3800 0
107 - Steel Open Girder/Beam 1712 ft 1706 6 0
205 - Reinforced Concrete Column 2 each 1 1 0
215 - Reinforced Concrete Abutment 204 ft 144 53 7 0
220 - Reinforced Concrete Pile/Cap Footing 248 ft 248
225 - Steel Pile 68 each 68
234 - Reinforced Concrete Pier Cap 44 ft 43 1 0
306 - Other Joint 88 ft 88 0
310 - Elastomeric Bearing 12 each 12 0
314 - Pot Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 2698 ft2 1930 768 0
330 - Metal Bridge Railing 576 ft 576 0
510 - Wearing Surfaces 11808 ft2 8264 3544 0
515 - Steel Protective Coating 30437 ft2 27526 2911 0
800 - Erosion or Scour 266 ft 105 161 0
801 - Stream Hydraulics 1 each 1 0
811 - Curb 576 ft 488 88 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 12 each 12 0
850 - Backwall 88 ft 85 3 0
851 - Abutment Pedestal 12 each 12 0
852 - Pier Pedestal 6 each 4 2 0
Element Quantities
Page 3 of 42 Format Version 20170709
Inspection Date: June 22, 2017
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
7
7
7
7
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012026
Dennis Conley, P.E. 071469-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
2
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
July 26, 2017
Posted Vertical Clearance On:
JAMESVILLE RD CR7
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
4 - Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1980
5
July 25, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: Steel
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1069152
Report Printed: July 26, 2017 1:38:23 PM
Page 1 of 34 Format Version 20170709
BIN: 1069152 Bridge Inspection ReportInspection Date: June 22, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes Gusset plate welds to tension flange.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate on End abutment.
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 34 Format Version 20170709
BIN: 1069152 Bridge Inspection ReportInspection Date: June 22, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 12232 ft2 10049 2140 43 0
107 - Steel Open Girder/Beam 1388 ft 861 173 104 250 0
205 - Reinforced Concrete Column 2 each 2 0
215 - Reinforced Concrete Abutment 180 ft 141 39 0
220 - Reinforced Concrete Pile/Cap Footing 311 ft 311
225 - Steel Pile 150 each 150
234 - Reinforced Concrete Pier Cap 44 ft 33 9 2 0
301 - Pourable Joint Seal 44 ft 2 24 18 0
302 - Compression Joint Seal 44 ft 33 11 0
310 - Elastomeric Bearing 12 each 12 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 2634 ft2 2026 592 16 0
330 - Metal Bridge Railing 556 ft 529 27 0
510 - Wearing Surfaces 11398 ft2 8498 2850 50 0
515 - Steel Protective Coating 36174 ft2 20814 9683 5677 0
800 - Erosion or Scour 192 ft 188 4 0
801 - Stream Hydraulics 1 each 1 0
811 - Curb 556 ft 179 208 169 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 12 each 10 2 0
850 - Backwall 84 ft 66 14 4 0
851 - Abutment Pedestal 12 each 11 1 0
852 - Pier Pedestal 6 each 3 2 1 0
853 - Wingwall 70 ft 54 16 0
Element Quantities
Page 3 of 34 Format Version 20170709
Inspection Date: August 13, 2018
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: 7
N
N
N
6
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
RAMP TO I481 SB &
Mike Kostakis, P.E. 085074-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
2
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
August 13, 2018
Inventoried Vertical Clearances:
BUTTERNUT CREEK
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
1 - Concrete, 19 - Culvert
Feature Crossed:
1980
6
August 13, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1069160
Report Printed: August 14, 2018 1:50:56 PM
Johnbull Bello Date: August 14, 2018
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 20 Format Version 20171005
BIN: 1069160 Bridge Inspection ReportInspection Date: August 13, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate on End Left Wing Wall
None.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionNew
Scour Critical Rating8 - Foundation stable for conditions; scour above footing
Page 2 of 20 Format Version 20171005
BIN: 1069160 Bridge Inspection ReportInspection Date: August 13, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Martin Lin ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
08/13/2018 08:15 AM 09:45 AM 70 Overcast
Inspection Times (hours)
3.5None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 20 Format Version 20171005
BIN: 1069160 Bridge Inspection ReportInspection Date: August 13, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-5220 - Reinforced Concrete Pile/Cap Footing 552 ft 274 278
241 - Reinforced Concrete Culvert 420 ft 396 10 14 0
800 - Erosion or Scour 212 ft 212 0
801 - Stream Hydraulics 1 each 1 0
853 - Wingwall 132 ft 132 0
860 - Headwall 80 ft 78 2 0
Element Quantities
Page 4 of 20 Format Version 20171005
Inspection Date: August 10, 2018
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: 8
N
N
N
4
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
EXIT FROM I481 NB
Mike Kostakis, P.E. 085074-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
2
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
August 10, 2018
Inventoried Vertical Clearances:
BUTTERNUT CREEK
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
1 - Concrete, 19 - Culvert
Feature Crossed:
1980
6
August 10, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1069170
Report Printed: August 20, 2018 9:17:16 AM
Johnbull Bello Date: August 13, 2018
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 18 Format Version 20171005
BIN: 1069170 Bridge Inspection ReportInspection Date: August 10, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBin plate is on the begin right wingwall.
None.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical Rating8 - Foundation stable for conditions; scour above footing
Page 2 of 18 Format Version 20171005
BIN: 1069170 Bridge Inspection ReportInspection Date: August 10, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Martin Lin ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
08/10/2018 08:30 AM 10:00 AM 75 Overcast
Inspection Times (hours)
3None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 18 Format Version 20171005
BIN: 1069170 Bridge Inspection ReportInspection Date: August 10, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-5220 - Reinforced Concrete Pile/Cap Footing 257 ft 65 192
241 - Reinforced Concrete Culvert 130 ft 130 0
800 - Erosion or Scour 223 ft 165 58 0
801 - Stream Hydraulics 1 each 1 0
853 - Wingwall 127 ft 127 0
860 - Headwall 96 ft 89 7 0
Element Quantities
Page 4 of 18 Format Version 20171005
Inspection Date: July 19, 2016
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
5
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
FROM/TO I90/I481
Dennis Conley, P.E. 071469-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
2
Posted Vertical Clearance Under:
Ezika Unobagha, P.E. 067103-1
Not Posted
Not Posted
Not Posted
January 18, 2017
Posted Vertical Clearance On:
481I481I33012091
Inspection Signature:
General Recommendation:
Date:
B - Unpainted Steel (Continuous), 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1985
5
Bridge Load Posting:
January 10, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1072530
Report Printed: January 19, 2017 9:09:03
Page 1 of 19 Format Version 20170103
BIN: 1072530 Bridge Inspection ReportInspection Date: July 19, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate is on End Left backwall.
None
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 19 Format Version 20170103
BIN: 1072530 Bridge Inspection ReportInspection Date: July 19, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 13124 ft2 6624 500 6000 0
107 - Steel Open Girder/Beam 1410 ft 1410 0
205 - Reinforced Concrete Column 3 each 3 0
215 - Reinforced Concrete Abutment 110 ft 89 16 5 0
220 - Reinforced Concrete Pile/Cap Footing 167 ft 167
234 - Reinforced Concrete Pier Cap 51 ft 51
302 - Compression Joint Seal 110 ft 88 22 0
311 - Movable Bearing 12 each 12 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 3596 ft2 1800 898 898 0
330 - Metal Bridge Railing 716 ft 716 0
515 - Steel Protective Coating 20884 ft2 6543 8665 5676 0
800 - Scour 215 ft 215 0
811 - Curb 478 ft 382 48 48 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 12 each 6 6 0
850 - Backwall 104 ft 83 13 8 0
851 - Abutment Pedestal 12 each 6 6 0
852 - Pier Pedestal 6 each 6 0
853 - Wingwall 58 ft 50 8 0
Element Quantities
Page 3 of 19 Format Version 20170103
Inspection Date: April 26, 2018
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
7
8
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012096
Mike Kostakis, P.E. 085074-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
August 06, 2018
Inventoried Vertical Clearances:
298 298 33012055
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1985
5
August 04, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072571
Report Printed: August 06, 2018 12:00:53 PM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 25 Format Version 20171005
BIN: 1072571 Bridge Inspection ReportInspection Date: April 26, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorThe BIN plate is on the End backwall.
None
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 25 Format Version 20171005
BIN: 1072571 Bridge Inspection ReportInspection Date: April 26, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
MARTIN LIN ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
04/26/2018 09:30 AM 02:30 PM 40 Light Rain
Inspection Times (hours)
6None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 25 Format Version 20171005
BIN: 1072571 Bridge Inspection ReportInspection Date: April 26, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 7252 ft2 7160 50 40 2 0
107 - Steel Open Girder/Beam 876 ft 876 0
215 - Reinforced Concrete Abutment 98 ft 57 21 20 0
220 - Reinforced Concrete Pile/Cap Footing 192 ft 192
302 - Compression Joint Seal 106 ft 43 23 40 0
311 - Movable Bearing 6 each 5 1 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 1920 ft2 1902 18 0
330 - Metal Bridge Railing 296 ft 286 10 0
510 - Wearing Surfaces 6808 ft2 4085 2723 0
515 - Steel Protective Coating 9548 ft2 6330 2324 103 791 0
800 - Erosion or Scour 192 ft 192 0
811 - Curb 296 ft 208 88 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 12 each 12 0
850 - Backwall 92 ft 76 12 4 0
851 - Abutment Pedestal 12 each 8 3 1 0
853 - Wingwall 94 ft 70 20 4 0
Element Quantities
Page 4 of 25 Format Version 20171005
Inspection Date: April 27, 2018
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
6
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012096
Mike Kostakis, P.E. 085074-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 08, 2018
Inventoried Vertical Clearances:
298 298 33012055
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1985
5
May 07, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072572
Report Printed: May 09, 2018 7:23:40 AM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 26 Format Version 20171005
BIN: 1072572 Bridge Inspection ReportInspection Date: April 27, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate is on Begin backwall.
None
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 26 Format Version 20171005
BIN: 1072572 Bridge Inspection ReportInspection Date: April 27, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
MARTIN LIN ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
04/27/2018 10:30 AM 12:30 PM 45 Ovecast
Inspection Times (hours)
6None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 26 Format Version 20171005
BIN: 1072572 Bridge Inspection ReportInspection Date: April 27, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 6216 ft2 6151 61 4 0
107 - Steel Open Girder/Beam 876 ft 868 8 0
215 - Reinforced Concrete Abutment 96 ft 82 12 2 0
220 - Reinforced Concrete Pile/Cap Footing 185 ft 185
302 - Compression Joint Seal 90 ft 50 36 4 0
311 - Movable Bearing 5 each 4 1 0
313 - Fixed Bearing 5 each 3 2 0
321 - Reinforced Concrete Approach Slab 2795 ft2 2771 24 0
330 - Metal Bridge Railing 296 ft 286 10 0
510 - Wearing Surfaces 5624 ft2 3375 2249 0
515 - Steel Protective Coating 16886 ft2 8888 5754 159 2085 0
800 - Erosion or Scour 181 ft 181 0
811 - Curb 296 ft 296 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 8 2 0
850 - Backwall 94 ft 60 16 18 0
851 - Abutment Pedestal 10 each 4 3 3 0
853 - Wingwall 85 ft 80 5 0
Element Quantities
Page 4 of 26 Format Version 20171005
Inspection Date: August 02, 2016
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
7
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012107
Dennis Conley, P.E. 071469-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Posted Vertical Clearance Under:
Ezika Unobagha, P.E. 067103-1
Not Posted
Not Posted
Not Posted
January 31, 2017
Posted Vertical Clearance On:
TAFT ROAD CR 18
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1985
5
Bridge Load Posting:
January 27, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
1
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1072581
Report Printed: February 01, 2017 12:18:41
Page 1 of 21 Format Version 20170103
BIN: 1072581 Bridge Inspection ReportInspection Date: August 02, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorNone
None
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 21 Format Version 20170103
BIN: 1072581 Bridge Inspection ReportInspection Date: August 02, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 5208 ft2 2604 2604 0
107 - Steel Open Girder/Beam 615 ft 553 62 0
215 - Reinforced Concrete Abutment 84 ft 62 20 2 0
220 - Reinforced Concrete Pile/Cap Footing 84 ft 84
302 - Compression Joint Seal 86 ft 80 6 0
311 - Movable Bearing 5 each 5 0
313 - Fixed Bearing 5 each 5 0
330 - Metal Bridge Railing 248 ft 248 0
515 - Steel Protective Coating 10093 ft2 4243 2926 2924 0
811 - Curb 248 ft 200 48 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 78 ft 61 15 2 0
851 - Abutment Pedestal 10 each 6 3 1 0
853 - Wingwall 92 ft 46 46 0
Element Quantities
Page 3 of 21 Format Version 20170103
Inspection Date: August 02, 2016
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
7
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012107
Dennis Conley, P.E. 071469-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Posted Vertical Clearance Under:
Ezika Unobagha, P.E. 067103-1
Not Posted
Not Posted
Not Posted
January 26, 2017
Posted Vertical Clearance On:
TAFT ROAD CR 18
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1985
5
Bridge Load Posting:
December 07, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
1
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072582
Report Printed: February 01, 2017 12:20:51
Page 1 of 22 Format Version 20170103
BIN: 1072582 Bridge Inspection ReportInspection Date: August 02, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind the BIN plate on the Begin Right backwall.
Bottom rail of the snow fence and the Right side curb has been repaired.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 22 Format Version 20170103
BIN: 1072582 Bridge Inspection ReportInspection Date: August 02, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 5208 ft2 2306 1452 1450 0
107 - Steel Open Girder/Beam 615 ft 615 0
215 - Reinforced Concrete Abutment 84 ft 72 12 0
220 - Reinforced Concrete Pile/Cap Footing 84 ft 84
302 - Compression Joint Seal 86 ft 80 6 0
311 - Movable Bearing 5 each 3 2 0
313 - Fixed Bearing 5 each 5 0
330 - Metal Bridge Railing 248 ft 248 0
515 - Steel Protective Coating 10093 ft2 1697 4202 4194 0
811 - Curb 248 ft 225 23 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 6 4 0
850 - Backwall 78 ft 60 18 0
851 - Abutment Pedestal 10 each 5 4 0 1 0
853 - Wingwall 92 ft 46 46 0
Element Quantities
Page 3 of 22 Format Version 20170103
Inspection Date: May 18, 2016
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
6
7
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012128
Dave Hann, P.E. 084065-1
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
1
Posted Vertical Clearance Under:
Richard O'Neil, P.E. 057986-1
Not Posted
Not Posted
Not Posted
July 13, 2016
Posted Vertical Clearance On:
NORTHRN BLVD CR82
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
6
Bridge Load Posting:
July 12, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072591
Report Printed: September 15, 2016 8:51:34
Page 1 of 23 Format Version 20160909
BIN: 1072591 Bridge Inspection ReportInspection Date: May 18, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBin plate is on the end abutment, top left corner of the backwall.
The end right corner of the stem was repaired.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 23 Format Version 20160909
BIN: 1072591 Bridge Inspection ReportInspection Date: May 18, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 8232 ft2 8228 4 0
107 - Steel Open Girder/Beam 959 ft 959 0
215 - Reinforced Concrete Abutment 97 ft 84 13 0
220 - Reinforced Concrete Pile/Cap Footing 315 ft 315
302 - Compression Joint Seal 100 ft 96 4 0
311 - Movable Bearing 5 each 4 1 0
313 - Fixed Bearing 5 each 5 0
321 - Reinforced Concrete Approach Slab 3933 ft2 3511 422 0
330 - Metal Bridge Railing 392 ft 392 0
515 - Steel Protective Coating 23401 ft2 23401 0
800 - Scour 497 ft 497 0
811 - Curb 392 ft 362 30 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 15 each 15 0
850 - Backwall 97 ft 95 2 0
851 - Abutment Pedestal 10 each 9 1 0
853 - Wingwall 181 ft 181 0
Element Quantities
Page 3 of 23 Format Version 20160909
Inspection Date: May 17, 2018
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
6
7
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012128
Mike Kostakis, P.E. 085074-1
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 29, 2018
Inventoried Vertical Clearances:
NORTHRN BLVD CR82
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
6
May 29, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072592
Report Printed: May 29, 2018 10:53:49 AM
Posted Load Matches Inventory: Yes On:
Under:
Processed by :
Page 1 of 23 Format Version 20171005
BIN: 1072592 Bridge Inspection ReportInspection Date: May 17, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBin plate Missing
This bridge has a camera pole at the begin right quad that needs to be inspected with this bridge and signed binder inthe bin folder.
None
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Bin Plate ConditionMissing
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 23 Format Version 20171005
BIN: 1072592 Bridge Inspection ReportInspection Date: May 17, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Martin Lin ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
14 - Step Ladder
* 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
05/17/2018 11:30 AM 02:30 PM 75 Sunny
Inspection Times (hours)
6None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 23 Format Version 20171005
BIN: 1072592 Bridge Inspection ReportInspection Date: May 17, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 8232 ft2 7982 100 150 0
107 - Steel Open Girder/Beam 959 ft 959 0
215 - Reinforced Concrete Abutment 100 ft 79 20 1 0
220 - Reinforced Concrete Pile/Cap Footing 295 ft 295
302 - Compression Joint Seal 100 ft 100 0
311 - Movable Bearing 5 each 2 2 1 0
313 - Fixed Bearing 5 each 3 2 0
321 - Reinforced Concrete Approach Slab 4136 ft2 4111 25 0
330 - Metal Bridge Railing 392 ft 391 1 0
510 - Wearing Surfaces 7644 ft2 7644 0
515 - Steel Protective Coating 23373 ft2 16573 4713 2087 0
800 - Erosion or Scour 273 ft 273 0
811 - Curb 392 ft 392 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 98 ft 83 15 0
851 - Abutment Pedestal 10 each 5 5 0
853 - Wingwall 173 ft 142 30 1 0
Element Quantities
Page 4 of 23 Format Version 20171005
Inspection Date: June 05, 2018
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
6
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I 481I33032132
David Fredenburg, P.E. 96825
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
June 15, 2018
Inventoried Vertical Clearances:
TOTMAN ROAD
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
5
June 14, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072781
Report Printed: June 18, 2018 9:49:04 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 27 Format Version 20171005
BIN: 1072781 Bridge Inspection ReportInspection Date: June 05, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN PLATE LOCATION: begin right back wall outside fascia girder
None.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence Height12'
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 27 Format Version 20171005
BIN: 1072781 Bridge Inspection ReportInspection Date: June 05, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Nic Reeves ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
06/04/2018 09:15 AM 10:45 AM 63 Sunny
Inspection Times (hours)
5None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 27 Format Version 20171005
BIN: 1072781 Bridge Inspection ReportInspection Date: June 05, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4829 ft2 4781 48 0
107 - Steel Open Girder/Beam 544 ft 544 0
215 - Reinforced Concrete Abutment 96 ft 48 19 29 0
220 - Reinforced Concrete Pile/Cap Footing 152 ft 152
302 - Compression Joint Seal 92 ft 88 4 0
311 - Movable Bearing 5 each 2 3 0
313 - Fixed Bearing 5 each 2 3 0
321 - Reinforced Concrete Approach Slab 2814 ft2 2814 0
331 - Reinforced Concrete Bridge Railing 220 ft 198 22 0
510 - Wearing Surfaces 4400 ft2 3960 440 0
515 - Steel Protective Coating 7918 ft2 7100 806 12 0
800 - Erosion or Scour 168 ft 168 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 168 ft 166 2 0
851 - Abutment Pedestal 10 each 7 2 1 0
Element Quantities
Page 4 of 27 Format Version 20171005
Inspection Date: June 05, 2018
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
6
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I 481I33032132
David Fredenburg, P.E. 96825
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
June 19, 2018
Inventoried Vertical Clearances:
TOTMAN ROAD
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
5
June 19, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072782
Report Printed: June 20, 2018 11:49:51 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 27 Format Version 20171005
BIN: 1072782 Bridge Inspection ReportInspection Date: June 05, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN PLATE LOCATION: end left backwall
None.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence Height12'
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 27 Format Version 20171005
BIN: 1072782 Bridge Inspection ReportInspection Date: June 05, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Nic Reeves ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
* 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
06/05/2018 09:15 AM 10:45 AM 63 Sunny
Inspection Times (hours)
5None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 27 Format Version 20171005
BIN: 1072782 Bridge Inspection ReportInspection Date: June 05, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4652 ft2 2326 2280 46 0
107 - Steel Open Girder/Beam 519 ft 519 0
215 - Reinforced Concrete Abutment 92 ft 66 26 0
220 - Reinforced Concrete Pile/Cap Footing 160 ft 160
302 - Compression Joint Seal 94 ft 37 57 0
311 - Movable Bearing 5 each 3 2 0
313 - Fixed Bearing 5 each 5 0
321 - Reinforced Concrete Approach Slab 2829 ft2 1415 1398 16 0
331 - Reinforced Concrete Bridge Railing 210 ft 189 21 0
510 - Wearing Surfaces 4180 ft2 2090 1770 320 0
515 - Steel Protective Coating 7556 ft2 3763 3035 758 0
800 - Erosion or Scour 160 ft 160 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 160 ft 155 5 0
851 - Abutment Pedestal 10 each 7 1 2 0
Element Quantities
Page 4 of 27 Format Version 20171005
Inspection Date: June 07, 2016
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
6
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012136
Dennis Conley, P.E. 071469-1
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Posted Vertical Clearance Under:
Ezika Unobagha, P.E. 067103-1
Not Posted
Not Posted
Not Posted
January 23, 2017
Posted Vertical Clearance On:
THOMPSON RD
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
5
Bridge Load Posting:
December 07, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072791
Report Printed: January 23, 2017 8:24:03
Page 1 of 19 Format Version 20170103
BIN: 1072791 Bridge Inspection ReportInspection Date: June 07, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorLook for the BIN plate on the Begin Right backwall,
None
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 19 Format Version 20170103
BIN: 1072791 Bridge Inspection ReportInspection Date: June 07, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4409 ft2 4339 60 10 0
107 - Steel Open Girder/Beam 510 ft 408 102 0
215 - Reinforced Concrete Abutment 86 ft 63 20 3 0
220 - Reinforced Concrete Pile/Cap Footing 86 ft 86
227 - Reinforced Concrete Pile 54 each 54
302 - Compression Joint Seal 90 ft 90 0
311 - Movable Bearing 5 each 5 0
313 - Fixed Bearing 5 each 5 0
321 - Reinforced Concrete Approach Slab 960 ft2 480 480 0
331 - Reinforced Concrete Bridge Railing 206 ft 206 0
515 - Steel Protective Coating 5732 ft2 2877 1713 1142 0
521 - Concrete Protective Coating 646 ft2 582 64 0
800 - Scour 192 ft 192 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 80 ft 76 4 0
851 - Abutment Pedestal 10 each 8 2 0
853 - Wingwall 106 ft 86 20 0
Element Quantities
Page 3 of 19 Format Version 20170103
Inspection Date: June 07, 2016
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
6
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012136
Dennis Conley, P.E. 071469-1
Town of CICERO
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
3 - EAST
Region:
1
Posted Vertical Clearance Under:
Ezika Unobagha, P.E. 067103-1
Not Posted
Not Posted
Not Posted
January 23, 2017
Posted Vertical Clearance On:
THOMPSON RD CR10
Inspection Signature:
General Recommendation:
Date:
A - Unpainted Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1986
5
Bridge Load Posting:
December 06, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1072792
Report Printed: January 23, 2017 8:28:53
Page 1 of 18 Format Version 20170103
BIN: 1072792 Bridge Inspection ReportInspection Date: June 07, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind the BIN plate on the Begin backwall. The wooden sound barrier on the Right side was previously listed as a pedfence. Peds are not allowed on I481.
A concrete protective coating has been applied to both abutments and their pedestals.
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 18 Format Version 20170103
BIN: 1072792 Bridge Inspection ReportInspection Date: June 07, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4532 ft2 4079 453 0
107 - Steel Open Girder/Beam 510 ft 459 51 0
215 - Reinforced Concrete Abutment 88 ft 82 6 0
220 - Reinforced Concrete Pile/Cap Footing 88 ft 88
302 - Compression Joint Seal 92 ft 92 0
311 - Movable Bearing 5 each 5 0
313 - Fixed Bearing 5 each 5 0
321 - Reinforced Concrete Approach Slab 960 ft2 864 96 0
331 - Reinforced Concrete Bridge Railing 206 ft 186 20 0
515 - Steel Protective Coating 5732 ft2 1714 4018 0
521 - Concrete Protective Coating 528 ft2 482 40 6 0
800 - Scour 194 ft 194 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 80 ft 72 8 0
851 - Abutment Pedestal 10 each 10 0
853 - Wingwall 106 ft 96 10 0
Element Quantities
Page 3 of 18 Format Version 20170103
Inspection Date: May 25, 2017
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
6
6
7
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I690I33013016
Dennis Conley, P.E. 071469-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
4 - SOUTHEAST
Region:
1
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
June 30, 2017
Posted Vertical Clearance On:
481I481I33012060
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
June 23, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1093510
Report Printed: June 30, 2017 2:28:25 PM
Page 1 of 19 Format Version 20170523
BIN: 1093510 Bridge Inspection ReportInspection Date: May 25, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
No 100% hands-on inspection requirement has been waived until2021.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorFind BIN plate on Begin stem.
None
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 19 Format Version 20170523
BIN: 1093510 Bridge Inspection ReportInspection Date: May 25, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 5418 ft2 4029 1354 35 0
107 - Steel Open Girder/Beam 624 ft 624 0
215 - Reinforced Concrete Abutment 294 ft 214 66 14 0
220 - Reinforced Concrete Pile/Cap Footing 378 ft 378
302 - Compression Joint Seal 57 ft 52 5 0
311 - Movable Bearing 5 each 5 0
313 - Fixed Bearing 5 each 5 0
330 - Metal Bridge Railing 258 ft 258 0
510 - Wearing Surfaces 5096 ft2 2548 1274 1274 0
515 - Steel Protective Coating 10261 ft2 3932 2573 3756 0
800 - Erosion or Scour 374 ft 374 0
811 - Curb 258 ft 233 25 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 5 each 3 2 0
850 - Backwall 110 ft 80 27 3 0
851 - Abutment Pedestal 10 each 6 4 0
853 - Wingwall 80 ft 60 20 0
Element Quantities
Page 3 of 19 Format Version 20170523
Inspection Date: May 08, 2017
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
5
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
690I EB to 481I N
David Fredenburg
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
1
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 18, 2017
Posted Vertical Clearance On:
481I481I33012061
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
May 09, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1093520
Report Printed: June 29, 2017 11:54:58 AM
Page 1 of 19 Format Version 20170523
BIN: 1093520 Bridge Inspection ReportInspection Date: May 08, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection was performed on all Gusset platewelds to the tension flange of each girder.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the begin abutment stem under G3.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 19 Format Version 20170523
BIN: 1093520 Bridge Inspection ReportInspection Date: May 08, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4224 ft2 4224 0
107 - Steel Open Girder/Beam 624 ft 624 0
215 - Reinforced Concrete Abutment 209 ft 209 0
220 - Reinforced Concrete Pile/Cap Footing 236 ft 236
302 - Compression Joint Seal 34 ft 33 1 0
306 - Other Joint 34 ft 34 0
311 - Movable Bearing 5 each 5 0
313 - Fixed Bearing 5 each 5 0
330 - Metal Bridge Railing 256 ft 256 0
510 - Wearing Surfaces 3840 ft2 3840 0
515 - Steel Protective Coating 10427 ft2 9959 468 0
800 - Erosion or Scour 209 ft 209 0
811 - Curb 256 ft 256 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 64 ft 60 4 0
851 - Abutment Pedestal 10 each 10 0
Element Quantities
Page 3 of 19 Format Version 20170523
Inspection Date: May 08, 2017
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
5
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012062
David Fredenburg
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
1
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 18, 2017
Posted Vertical Clearance On:
690I690I33013015
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
May 09, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1093530
Report Printed: June 14, 2017 8:23:29 AM
Page 1 of 25 Format Version 20170523
BIN: 1093530 Bridge Inspection ReportInspection Date: May 08, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection was performed on all Gusset platewelds to the tension flange of each girder.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the end abutment stem under G6.
New epoxy overlay on wearing surface.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 25 Format Version 20170523
BIN: 1093530 Bridge Inspection ReportInspection Date: May 08, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 7808 ft2 7658 150 0
107 - Steel Open Girder/Beam 1124 ft 1124 0
215 - Reinforced Concrete Abutment 291 ft 283 8 0
220 - Reinforced Concrete Pile/Cap Footing 321 ft 321
302 - Compression Joint Seal 61 ft 46 15 0
306 - Other Joint 61 ft 61 0
311 - Movable Bearing 9 each 9 0
313 - Fixed Bearing 9 each 9 0
330 - Metal Bridge Railing 256 ft 252 4 0
510 - Wearing Surfaces 7424 ft2 7424 0
515 - Steel Protective Coating 17620 ft2 15590 2030 0
800 - Erosion or Scour 291 ft 291 0
811 - Curb 256 ft 256 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 18 each 18 0
850 - Backwall 120 ft 113 7 0
851 - Abutment Pedestal 18 each 17 1 0
Element Quantities
Page 3 of 25 Format Version 20170523
Inspection Date: May 08, 2017
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
5
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
I690EB-I481NBRAMP
David Fredenburg
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
2 - NORTHEAST
Region:
1
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 17, 2017
Posted Vertical Clearance On:
690I WB
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
May 09, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1093540
Report Printed: June 14, 2017 8:27:23 AM
Page 1 of 25 Format Version 20170523
BIN: 1093540 Bridge Inspection ReportInspection Date: May 08, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection was performed on all Gusset platewelds to the tension flange of each girder.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on end abutment stem in bay 3.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 25 Format Version 20170523
BIN: 1093540 Bridge Inspection ReportInspection Date: May 08, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 3993 ft2 3948 45 0
107 - Steel Open Girder/Beam 589 ft 589 0
215 - Reinforced Concrete Abutment 212 ft 202 10 0
220 - Reinforced Concrete Pile/Cap Footing 239 ft 239
302 - Compression Joint Seal 33 ft 21 12 0
306 - Other Joint 33 ft 21 12 0
311 - Movable Bearing 5 each 5 0
313 - Fixed Bearing 5 each 5 0
330 - Metal Bridge Railing 242 ft 242 0
510 - Wearing Surfaces 3630 ft2 3630 0
515 - Steel Protective Coating 8969 ft2 7771 1198 0
800 - Erosion or Scour 212 ft 212 0
811 - Curb 242 ft 242 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 10 each 10 0
850 - Backwall 64 ft 61 3 0
851 - Abutment Pedestal 10 each 9 1 0
Element Quantities
Page 3 of 25 Format Version 20170523
Inspection Date: September 21, 2017
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
7
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012060
David Fredenburg, P.E. 96825
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
October 19, 2017
Inventoried Vertical Clearances:
W.B.CONN.
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
6
October 07, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1093550
Report Printed: October 19, 2017 9:24:34 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 19 Format Version 20171005
BIN: 1093550 Bridge Inspection ReportInspection Date: September 21, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes 100% Hands on Inspection was performed on all gusset platewelds.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on the end abutment, bay 3.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Bin Plate ConditionDamaged
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 19 Format Version 20171005
BIN: 1093550 Bridge Inspection ReportInspection Date: September 21, 2017
Field Notes
Staff Present During Inspection
Name Title Organization
Nic Reeves ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
19 - Up to 30 Foot Lift
* 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
09/21/2017 09:00 AM 10:45 AM 64 Sunny
Inspection Times (hours)
5None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 19 Format Version 20171005
BIN: 1093550 Bridge Inspection ReportInspection Date: September 21, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 6468 ft2 6463 5 0
107 - Steel Open Girder/Beam 909 ft 908 1 0
215 - Reinforced Concrete Abutment 333 ft 332 1 0
220 - Reinforced Concrete Pile/Cap Footing 339 ft 339
225 - Steel Pile 106 each 106
302 - Compression Joint Seal 54 ft 54 0
311 - Movable Bearing 6 each 6 0
313 - Fixed Bearing 6 each 6 0
321 - Reinforced Concrete Approach Slab 3200 ft2 3200 0
331 - Reinforced Concrete Bridge Railing 308 ft 308 0
510 - Wearing Surfaces 6006 ft2 6006 0
515 - Steel Protective Coating 13804 ft2 13780 24 0
800 - Erosion or Scour 333 ft 333 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 6 each 5 1 0
850 - Backwall 130 ft 130 0
851 - Abutment Pedestal 12 each 12 0
Element Quantities
Page 4 of 19 Format Version 20171005
Inspection Date: May 16, 2018
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
6
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012067
David Fredenburg, P.E. 96825
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 22, 2018
Inventoried Vertical Clearances:
290 290 33012023
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
6
May 22, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1093561
Report Printed: May 22, 2018 12:02:23 PM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 23 Format Version 20171005
BIN: 1093561 Bridge Inspection ReportInspection Date: May 16, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate on Begin Left abutment stem.
New epoxy overlay to the wearing surface.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 23 Format Version 20171005
BIN: 1093561 Bridge Inspection ReportInspection Date: May 16, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Nic Reeves ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
19 - Up to 30 Foot Lift
* 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
05/16/2018 09:00 AM 11:30 AM 67 Sunny
Inspection Times (hours)
6None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 23 Format Version 20171005
BIN: 1093561 Bridge Inspection ReportInspection Date: May 16, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 4830 ft2 3381 1399 50 0
107 - Steel Open Girder/Beam 559 ft 559 0
215 - Reinforced Concrete Abutment 84 ft 64 20 0
220 - Reinforced Concrete Pile/Cap Footing 276 ft 276
302 - Compression Joint Seal 43 ft 43 0
311 - Movable Bearing 5 each 5 0
313 - Fixed Bearing 5 each 5 0
330 - Metal Bridge Railing 230 ft 170 60 0
510 - Wearing Surfaces 4485 ft2 4485 0
515 - Steel Protective Coating 9550 ft2 4830 1626 3094 0
800 - Erosion or Scour 276 ft 276 0
811 - Curb 230 ft 173 57 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 5 each 5 0
850 - Backwall 258 ft 236 16 6 0
851 - Abutment Pedestal 10 each 10 0
Element Quantities
Page 4 of 23 Format Version 20171005
Inspection Date: May 16, 2018
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
5
6
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012067
David Fredenburg, P.E. 96825
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
1
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
May 24, 2018
Inventoried Vertical Clearances:
290 290 33012023
Not PostedInventoried Posted Load:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
May 24, 2018
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1093562
Report Printed: May 24, 2018 10:40:59 AM
Posted Load Matches Inventory: N/A On:
Under:
Processed by :
Page 1 of 26 Format Version 20171005
BIN: 1093562 Bridge Inspection ReportInspection Date: May 16, 2018
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate is on Begin abutment and Begin Right wingwall.
None.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Bin Plate ConditionOK
Scour Critical RatingN - Bridge not over waterway.
Page 2 of 26 Format Version 20171005
BIN: 1093562 Bridge Inspection ReportInspection Date: May 16, 2018
Field Notes
Staff Present During Inspection
Name Title Organization
Nic Reeves ATL NYSDOT
General Equipment Required for Inspection*
Access Type
13 - Walking
19 - Up to 30 Foot Lift
* 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
05/16/2018 09:00 AM 11:30 AM 67 Sunny
Inspection Times (hours)
6None
No
Time required for travel, inspection and report preparationLane closure usageRailroad flagging time
Page 3 of 26 Format Version 20171005
BIN: 1093562 Bridge Inspection ReportInspection Date: May 16, 2018
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 6210 ft2 5459 670 81 0
107 - Steel Open Girder/Beam 671 ft 669 2 0
215 - Reinforced Concrete Abutment 108 ft 98 10 0
220 - Reinforced Concrete Pile/Cap Footing 292 ft 292
302 - Compression Joint Seal 55 ft 45 10 0
311 - Movable Bearing 6 each 6 0
313 - Fixed Bearing 6 each 6 0
330 - Metal Bridge Railing 230 ft 170 60 0
510 - Wearing Surfaces 5911 ft2 4729 591 591 0
515 - Steel Protective Coating 9956 ft2 5072 1706 3178 0
800 - Erosion or Scour 292 ft 292 0
811 - Curb 230 ft 207 23 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 6 each 6 0
850 - Backwall 276 ft 252 20 4 0
851 - Abutment Pedestal 12 each 12 0
Element Quantities
Page 4 of 26 Format Version 20171005
Inspection Date: June 15, 2017
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
6
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012069
Russell P. Dunderdale, P.E. 074648-1
Village of EAST SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
15
Posted Vertical Clearance Under:
William Dritz, P.E. 066606-1
Not Posted
Not Posted
August 14, 2017
Posted Vertical Clearance On:
CSX TRANS/AMTRAK
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
4
August 14, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1093571
Report Printed: August 15, 2017 9:11:25 AM
Page 1 of 76 Format Version 20170709
BIN: 1093571 Bridge Inspection ReportInspection Date: June 15, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes Spans 2, 3 through 6 and 10 have interior and exterior categiryD, E and E' gusset plate welds to the bottom flanges thatrequire a 100 percent hands on inspection.
2017 – A 100 percent hands on inspection was performed onspecial emphasis and/or fatigue prone details. Refer to the BINfolder for sketches and additional information. No defects werefound.
High Rocker Bearings Yes High rocker bearings at piers 1 through 3 and 6 through 14.
2017 – A 100 percent hands on inspection was performed onspecial emphasis and/or fatigue prone details. Refer to the BINfolder for sketches and additional information. No defects werefound.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 – The BIN Plate is on the begin left wingwall.2017Access: Walking, 60' UBIU, Lane Closure With Attenuator, Railroad Flagman.
None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 76 Format Version 20170709
BIN: 1093571 Bridge Inspection ReportInspection Date: June 15, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 79355 ft2 75224 162 3969 0
107 - Steel Open Girder/Beam 8516 ft 4022 4494 0
205 - Reinforced Concrete Column 42 each 15 27 0
210 - Reinforced Concrete Pier Wall 120 ft 94 26 0
220 - Reinforced Concrete Pile/Cap Footing 765 ft 765
227 - Reinforced Concrete Pile 560 each 560
234 - Reinforced Concrete Pier Cap 552 ft 30 449 73 0
302 - Compression Joint Seal 37 ft 18 19 0
304 - Open Expansion Joint 222 ft 222 0
306 - Other Joint 296 ft 296 0
311 - Movable Bearing 52 each 4 48 0
313 - Fixed Bearing 52 each 52 0
315 - Disk Bearing 16 each 16 0
330 - Metal Bridge Railing 4271 ft 4271 0
331 - Reinforced Concrete Bridge Railing 4271 ft 3008 1263 0
510 - Wearing Surfaces 71886 ft2 21581 28748 21557 0
515 - Steel Protective Coating 172833 ft2 146805 26028 0
800 - Erosion or Scour 720 ft 602 118 0
830 - Secondary Members 15 each 14 1 0
831 - Steel Beam End 116 each 116 0
850 - Backwall 128 ft 126 2 0
851 - Abutment Pedestal 8 each 5 2 1 0
852 - Pier Pedestal 112 each 14 64 34 0
853 - Wingwall 40 ft 40 0
Element Quantities
Page 3 of 76 Format Version 20170709
Inspection Date: June 19, 2017
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
6
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012069
Russell P. Dunderdale, P.E. 074648-1
Village of EAST SYRACUSE
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
8 - NORTHWEST
Region:
15
Posted Vertical Clearance Under:
William Dritz, P.E. 066606-1
Not Posted
Not Posted
August 18, 2017
Posted Vertical Clearance On:
CSX TRANS/AMTRAK
Not PostedBridge Load Posting:
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
4
August 18, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
1
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1093572
Report Printed: August 29, 2017 1:08:43 PM
Page 1 of 92 Format Version 20170709
BIN: 1093572 Bridge Inspection ReportInspection Date: June 19, 2017
Special Emphasis Detail "Other" Special Emphasis DetailDescription
Hands-On InspPerformed Hands-On Inspection Note
AASHTO Category D, E,and E' welded details
Yes Fatigue Prone Welds – Category D Welds2017 – Spans 2, 3 through 6 and 10 have interior and exteriorgusset plates welded to the bottom flanges that require a 100percent hands on inspection.2017 – A 100 percent hands on inspection was performed onspecial emphasis and/or fatigue prone details. Refer to the BINfolder for sketches and additional information. No defects werefound.
High Rocker Bearings Yes 2017 – A 100 percent hands on inspection was performed forHigh rocker bearing details at all piers.
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next Inspector2017 – The BIN Plate is on the begin right wingwall.2017 – Access : Walking, 60’ UBIU, Lane Closure With Attenuator, Railroad Flagging.
2017 Improvements:None.
Improvements Observed
Special Emphasis Inspection
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 92 Format Version 20170709
BIN: 1093572 Bridge Inspection ReportInspection Date: June 19, 2017
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 78594 ft2 78538 56 0
107 - Steel Open Girder/Beam 8441 ft 8441 0
205 - Reinforced Concrete Column 42 each 1 13 26 2 0
210 - Reinforced Concrete Pier Wall 120 ft 85 35 0
220 - Reinforced Concrete Pile/Cap Footing 770 ft 770
227 - Reinforced Concrete Pile 554 each 554
234 - Reinforced Concrete Pier Cap 552 ft 455 97 0
302 - Compression Joint Seal 37 ft 31 6 0
304 - Open Expansion Joint 185 ft 185 0
306 - Other Joint 333 ft 333 0
311 - Movable Bearing 60 each 4 56 0
313 - Fixed Bearing 60 each 60 0
330 - Metal Bridge Railing 4235 ft 4235 0
331 - Reinforced Concrete Bridge Railing 4235 ft 3122 1113 0
510 - Wearing Surfaces 71255 ft2 38718 32537 0
515 - Steel Protective Coating 180876 ft2 153636 27240 0
800 - Erosion or Scour 1272 ft 1114 158 0
830 - Secondary Members 15 each 15 0
831 - Steel Beam End 116 each 116 0
850 - Backwall 128 ft 113 15 0
851 - Abutment Pedestal 8 each 8 0
852 - Pier Pedestal 112 each 79 33 0
853 - Wingwall 40 ft 34 6 0
Element Quantities
Page 3 of 92 Format Version 20170709
Inspection Date: November 29, 2016
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
4
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012077
Shane Perkins, P.E. 084947-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
Not Posted
January 06, 2017
Posted Vertical Clearance On:
KIRKVILLE RD-CR53
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
Bridge Load Posting:
December 19, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: Steel
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1093671
Report Printed: January 06, 2017 12:57:33
Page 1 of 24 Format Version 20170103
BIN: 1093671 Bridge Inspection ReportInspection Date: November 29, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN Plate @ Center of End Abutment Stem
2016 Inspection:
1) Bridge wearing surface appeared to have a stone chip overlay placed since last inspection.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 24 Format Version 20170103
BIN: 1093671 Bridge Inspection ReportInspection Date: November 29, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 6372 ft2 6247 50 75 0
107 - Steel Open Girder/Beam 805 ft 805 0
215 - Reinforced Concrete Abutment 108 ft 102 6 0
220 - Reinforced Concrete Pile/Cap Footing 121 ft 121
225 - Steel Pile 63 each 63
302 - Compression Joint Seal 55 ft 55 0
311 - Movable Bearing 7 each 5 2 0
313 - Fixed Bearing 7 each 5 2 0
330 - Metal Bridge Railing 236 ft 0 236 0
510 - Wearing Surfaces 6018 ft2 6018 0
515 - Steel Protective Coating 10896 ft2 6722 4165 9 0
800 - Scour 309 ft 188 121 0
811 - Curb 236 ft 236 0
830 - Secondary Members 1 each 1 0
831 - Steel Beam End 7 each 7 0
850 - Backwall 108 ft 108 0
851 - Abutment Pedestal 14 each 13 1 0
853 - Wingwall 190 ft 87 103 0
Element Quantities
Page 3 of 24 Format Version 20170103
Inspection Date: November 29, 2016
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
7
7
6
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012077
Shane Perkins, P.E. 084947-1
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
1
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
Not Posted
December 16, 2016
Posted Vertical Clearance On:
KIRKVILLE RD-CR53
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
Bridge Load Posting:
November 30, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: Steel
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: YES
BIN: 1093672
Report Printed: December 19, 2016 8:31:36
Page 1 of 22 Format Version 20160909
BIN: 1093672 Bridge Inspection ReportInspection Date: November 29, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN Plate in on End Abutment Stem.
None
Improvements Observed
Additional Information
Snow FenceNone
Pedestrian Fence HeightNone
Page 2 of 22 Format Version 20160909
BIN: 1093672 Bridge Inspection ReportInspection Date: November 29, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 6351 ft2 5703 648 0
107 - Steel Open Girder/Beam 805 ft 805 0
215 - Reinforced Concrete Abutment 108 ft 77 31 0
220 - Reinforced Concrete Pile/Cap Footing 121 ft 121
225 - Steel Pile 63 each 63
311 - Movable Bearing 7 each 7 0
313 - Fixed Bearing 7 each 7 0
321 - Reinforced Concrete Approach Slab 4743 ft2 4738 4 1 0
331 - Reinforced Concrete Bridge Railing 236 ft 236 0
515 - Steel Protective Coating 9968 ft2 7315 2617 36 0
800 - Scour 307 ft 186 121 0
830 - Secondary Members 1 each 1 0
850 - Backwall 108 ft 102 5 1 0
851 - Abutment Pedestal 14 each 14 0
853 - Wingwall 186 ft 152 34 0
Element Quantities
Page 3 of 22 Format Version 20160909
Inspection Date: November 08, 2016
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
6
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012088
David Fredenburg
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
2
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
Not Posted
December 23, 2016
Posted Vertical Clearance On:
90IX
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
Bridge Load Posting:
December 05, 2016
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1093681
Report Printed: December 27, 2016 8:20:31
Page 1 of 29 Format Version 20161221
BIN: 1093681 Bridge Inspection ReportInspection Date: November 08, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate located on end abutment at top of left backwall.
There is a high mast camera pole at the begin left that needs to be inspected and signed in the BIN folder.
A bucket truck without lane closure used at pier.
None.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 29 Format Version 20161221
BIN: 1093681 Bridge Inspection ReportInspection Date: November 08, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 10282 ft2 10282 0
107 - Steel Open Girder/Beam 1210 ft 1210 0
205 - Reinforced Concrete Column 3 each 3 0
215 - Reinforced Concrete Abutment 86 ft 65 21 0
220 - Reinforced Concrete Pile/Cap Footing 296 ft 0 0 296
234 - Reinforced Concrete Pier Cap 42 ft 30 12 0
302 - Compression Joint Seal 153 ft 140 13 0
310 - Elastomeric Bearing 12 each 6 6 0
313 - Fixed Bearing 12 each 12 0
330 - Metal Bridge Railing 404 ft 404 0
515 - Steel Protective Coating 9829 ft2 8104 1725 0
811 - Curb 404 ft 404 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 24 each 24 0
850 - Backwall 82 ft 76 6 0
851 - Abutment Pedestal 12 each 12 0
852 - Pier Pedestal 6 each 4 2 0
853 - Wingwall 152 ft 152 0
Element Quantities
Page 3 of 29 Format Version 20161221
Inspection Date: November 08, 2016
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
6
6
5
N
Action Items
Inspector & Reviewer Signature Information
Political Unit:
ONONDAGA
Number of Spans:
Date:
481I481I33012088
David Fredenburg
Town of DEWITT
This Bridge is not a Ramp
Approximate Year Built:
Review Signature:
03 - SYRACUSE
Feature Carried:
General Type Main Span:
County:
1 - NORTH
Region:
2
Posted Vertical Clearance Under:
Dave Hann, P.E. 084065-1
Not Posted
Not Posted
Not Posted
January 09, 2017
Posted Vertical Clearance On:
90IX
Inspection Signature:
General Recommendation:
Date:
3 - Steel, 02 - Stringer/Multi-Beam or Girder
Feature Crossed:
1972
5
Bridge Load Posting:
January 03, 2017
Orientation:
Primary Maintenance Responsibility:
Primary Owner:
Red PIA:
Red:
Yellow:
Safety PIA:
0
0
0
0
Vulnerability Reviews Recommended: NO
Further Investigation Requested: NO
Diving Inspection Requested: NO
New York State Department of Transportation
New York State Department of Transportation
Non-Structural Condition Observations noted: NO
BIN: 1093682
Report Printed: January 09, 2017 11:39:35
Page 1 of 30 Format Version 20170103
BIN: 1093682 Bridge Inspection ReportInspection Date: November 08, 2016
Overloads ObservedNo overload vehicles observed during this inspection.
Notes to Next InspectorBIN plate missing.
Bucket truck used without lane closure at pier.
None.
Improvements Observed
Additional Information
Snow FenceYes
Pedestrian Fence HeightNone
Page 2 of 30 Format Version 20170103
BIN: 1093682 Bridge Inspection ReportInspection Date: November 08, 2016
Element Assessment Summary Table
Element Total Quantity Unit CS-1 CS-2 CS-3 CS-4 CS-512 - Reinforced Concrete Deck 10282 ft2 10282 0
107 - Steel Open Girder/Beam 1210 ft 0 1210 0
205 - Reinforced Concrete Column 3 each 1 2 0
215 - Reinforced Concrete Abutment 86 ft 71 15 0
220 - Reinforced Concrete Pile/Cap Footing 296 ft 0 296
234 - Reinforced Concrete Pier Cap 42 ft 31 11 0
302 - Compression Joint Seal 153 ft 51 102 0
310 - Elastomeric Bearing 12 each 12 0
313 - Fixed Bearing 12 each 12 0
330 - Metal Bridge Railing 404 ft 404 0
515 - Steel Protective Coating 19646 ft2 17921 1725 0
800 - Scour 119 ft 119 0
811 - Curb 404 ft 404 0
830 - Secondary Members 2 each 2 0
831 - Steel Beam End 24 each 24 0
850 - Backwall 82 ft 70 12 0
851 - Abutment Pedestal 12 each 12 0
852 - Pier Pedestal 6 each 5 1 0
853 - Wingwall 152 ft 152 0
Element Quantities
Page 3 of 30 Format Version 20170103
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