Bridge Statistics for Elmira, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1010769,  Location: .3 MI W JCT SH 17 & SH352 (Lat: 42.095714,  Lng: -76.787856),  Route carried "on" structure: State highway 352,  Year Built: 2002,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 12,254 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,297 (year 2009),  Design Load: HS 25,  Features Intersected: NEWTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 326.080,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.35m (17.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $727,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1010779,  Location: JCT SH 17 & SH352 (Lat: 42.095889,  Lng: -76.786767),  Route carried "on" structure: State highway 352,  Year Built: 2002,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 7,818 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,644 (year 2027),  Design Load: HS 25,  Features Intersected: RTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.158,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.14m (16.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $727,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101079,  Location: 0.4 MI NW JCT RTS 17 +352 (Lat: 42.100847,  Lng: -76.790933),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 1,277 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,664 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 17,  Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,386,000,  Roadway Improvement Cost: $824,000,  Total Project Cost: $2,210,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1071189,  Location: ELMIRA PENNAVE-NASHAVE (Lat: 42.086825,  Lng: -76.803556),  Route carried "on" structure: State highway 14,  Year Built: 1979,  Status: Open,  Structure Length: 24.32m (79.79ft),  Average Daily Traffic: 12,311 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,363 (year 2026),  Design Load: HS 20,  Features Intersected: CHEMUNG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.32m (79.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $10,709,000,  Roadway Improvement Cost: $6,213,000,  Total Project Cost: $16,922,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107749,  Location: ELMIRA N-S ART /S MAIN ST (Lat: 42.073850,  Lng: -76.800794),  Route carried "on" structure: State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 9,840 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,480 (year 2025),  Design Load: HS 25,  Features Intersected: SOUTH MAIN STREET,  Facility Carried by Structure: ELMIRA N-S ART
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 221554,  Location: IN CITY OF ELMIRA (Lat: 42.086494,  Lng: -76.806642),  Route carried "on" structure: State highway ,  Year Built: 1976,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 12,311 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,363 (year 2026),  Design Load: HS 20,  Features Intersected: CHEMUNG RIVER,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.558,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 51.8m (169.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 56.6m (185.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.86m (75.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $7,875,000,  Roadway Improvement Cost: $4,568,000,  Total Project Cost: $12,443,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 221555,  Location: IN CITY OF ELMIRA (Lat: 42.087411,  Lng: -76.800711),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 1,393 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,718 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CHEMUNG RIVER,  Facility Carried by Structure: LAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 25.9m (85.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.82m (55.18ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2007,  Underwater Inspection Date: July 2005,  Bridge Improvement Cost: $7,394,000,  Roadway Improvement Cost: $4,979,000,  Total Project Cost: $12,373,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221556,  Location: IN CITY OF ELMIRA (Lat: 42.099292,  Lng: -76.794836),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 1,261 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,643 (year 2018),  Design Load: HS 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $7,394,000,  Roadway Improvement Cost: $4,979,000,  Total Project Cost: $12,373,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 221557,  Location: IN CITY OF ELMIRA (Lat: 42.104703,  Lng: -76.798372),  Route carried "on" structure: Business City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 935 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,223 (year 2015),  Design Load: HS 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: LINDEN PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221567,  Location: IN CITY OF ELMIRA (Lat: 42.099706,  Lng: -76.811436),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 6,492 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,574 (year 2018),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 221575,  Location: IN THE CITY OF ELMIRA (Lat: 42.090492,  Lng: -76.783692),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 7,694 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,491 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTOWN CREEK, EX-D.L.&,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.13m (39.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 221581,  Location: IN CITY OF ELMIRA (Lat: 42.087606,  Lng: -76.798014),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 16.91m (55.48ft),  Average Daily Traffic: 16,133 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,822 (year 2025),  Design Load: HS 20,  Features Intersected: CHEMUNG RIVER,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Poor,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.91m (55.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 225451,  Location: IN CITY OF ELMIRA (Lat: 42.083514,  Lng: -76.815364),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 29.80m (97.77ft),  Average Daily Traffic: 11,525 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,446 (year 2026),  Design Load: HS 20,  Features Intersected: CHEMUNG RIVER,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 54.8m (179.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.80m (97.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: September 2003,  Bridge Improvement Cost: $11,345,000,  Roadway Improvement Cost: $6,581,000,  Total Project Cost: $17,926,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 225452,  Location: IN CITY OF ELMIRA (Lat: 42.112589,  Lng: -76.801422),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 552 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 722 (year 2015),  Design Load: HS 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: INDUSTRIAL PK.BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $318,000,  Total Project Cost: $852,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 225594,  Location: IN ELMIRA (Lat: 42.096322,  Lng: -76.831686),  Route carried "on" structure: Other road ,  Year Built: 1963,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 919 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,202 (year 2017),  Design Load: H 20,  Features Intersected: HOFFMAN BROOK,  Facility Carried by Structure: SCHOOL GYM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $318,000,  Total Project Cost: $852,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1010779,  Location: JCT SH 17 & SH352 (Lat: 42.095889,  Lng: -76.786767),  Route carried "under" structure: State highway 17,  Year Built: 2002,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 13,000 (year 1969),  Truck Traffic: 24%,  Features Intersected: RTE 17,  Facility Carried by Structure: RTE 352
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 101079,  Location: 0.4 MI NW JCT RTS 17 +352 (Lat: 42.100847,  Lng: -76.790933),  Route carried "under" structure: State highway 17,  Year Built: 1955,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 21,170 (year 2006),  Truck Traffic: 24%,  Features Intersected: RTE 17,  Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 107749,  Location: ELMIRA N-S ART /S MAIN ST (Lat: 42.073850,  Lng: -76.800794),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 3,500 (year 1997),  Truck Traffic: 6%,  Features Intersected: SOUTH MAIN STREET,  Facility Carried by Structure: ELMIRA N-S ART
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 721562,  Location: IN CITY OF ELMIRA (Lat: 42.075158,  Lng: -76.798044),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 50 (year 2007),  Truck Traffic: 5%,  Features Intersected: EAST MILLER ST,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 0.36m (1.18ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 721568,  Location: IN CITY OF ELMIRA (Lat: 42.109783,  Lng: -76.816644),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 50 (year 2007),  Truck Traffic: 10%,  Features Intersected: WOODLAWN AVENUE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.0m (32.8ft)

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Structure Number: 72157,  Location: IN CITY OF ELMIRA (Lat: 42.091983,  Lng: -76.807189),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 52.42m (171.98ft),  Average Daily Traffic: 4,367 (year 2007),  Truck Traffic: 5%,  Features Intersected: EAST WATER STREET, CITY,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 721571,  Location: IN CITY OF ELMIRA (Lat: 42.100933,  Lng: -76.807275),  Route carried "under" structure: City street ,  Year Built: 1932,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 6%,  Features Intersected: WASHINGTON AVENUE,  Facility Carried by Structure: Abandoned NSRR
Minimum Vertical Clearance: 3.58m (11.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.7m (31.8ft)

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Structure Number: 721572,  Location: IN CITY OF ELMIRA (Lat: 42.099467,  Lng: -76.804403),  Route carried "under" structure: City street ,  Year Built: 1933,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 5%,  Features Intersected: LAKE STREET,  Facility Carried by Structure: Abandoned NSRR
Minimum Vertical Clearance: 3.88m (12.73ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.7m (31.8ft)

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Structure Number: 721573,  Location: IN CITY OF ELMIRA (Lat: 42.099247,  Lng: -76.803525),  Route carried "under" structure: County highway 960Q,  Year Built: 1933,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 960Q,  Facility Carried by Structure: Abandoned NSRR
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 1.287,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 721574,  Location: IN CITY OF ELMIRA (Lat: 42.097875,  Lng: -76.796122),  Route carried "under" structure: City street ,  Year Built: 1932,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 5%,  Features Intersected: SULLIVAN STREET,  Facility Carried by Structure: Abandoned NSRR
Minimum Vertical Clearance: 0.36m (1.18ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.6m (34.8ft)

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Structure Number: 72158,  Location: IN CITY OF ELMIRA (Lat: 42.081731,  Lng: -76.801689),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: PENNSYLVANIA AVE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 77001,  Location: IN ELMIRA (Lat: 42.096383,  Lng: -76.809769),  Route carried "under" structure: City street ,  Year Built: 1936,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 5%,  Features Intersected: FIFTH STREET,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 771523,  Location: IN THE CITY OF ELMIRA (Lat: 42.078075,  Lng: -76.799689),  Route carried "under" structure: State highway 14,  Year Built: 1997,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 10,000 (year 1990),  Truck Traffic: 10%,  Features Intersected: RTE 14,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.1m (88.9ft)