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

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Structure Number: 103012,  Location: 2.5 MI E JCT SH 31 & SH77 (Lat: 43.173111,  Lng: -78.597989),  Route carried "on" structure: State highway 77,  Year Built: 1918,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,764 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,180 (year 2027),  Features Intersected: EIGHTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.534,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,109,000,  Roadway Improvement Cost: $659,000,  Total Project Cost: $1,768,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103474,  Location: 7.7 MI NW AKRON VILLAGE (Lat: 43.111233,  Lng: -78.558192),  Route carried "on" structure: State highway 93,  Year Built: 1933,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,479 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,064 (year 2025),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.405,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $828,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103475,  Location: JCT RT 93 + TONAWANDA CR (Lat: 43.089669,  Lng: -78.518464),  Route carried "on" structure: State highway 93,  Year Built: 1960,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 3,281 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,055 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.796,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $1,159,000,  Roadway Improvement Cost: $690,000,  Total Project Cost: $1,849,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221359,  Location: 2.0 MI. SW OF GASPORT (Lat: 43.175811,  Lng: -78.596583),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 1,098 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,368 (year 2025),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $388,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22136,  Location: 2.6 MI. E OF RAPIDS (Lat: 43.109239,  Lng: -78.602867),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 406 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 506 (year 2020),  Design Load: HS 25,  Features Intersected: TRIB MUD CREEK,  Facility Carried by Structure: SIMMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Substructure: Excellent,  Channel: Very good,  Culverts: Excellent,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $344,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221361,  Location: 1.6 MI. S OF MIDDLEPORT (Lat: 43.183461,  Lng: -78.477569),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 201 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 250 (year 2026),  Design Load: HS 25,  Features Intersected: OAK ORCHARD CREEK,  Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Substructure: Excellent,  Channel: Very good,  Culverts: Excellent,  Operating Rating: 74.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Superior to present desirable 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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22573,  Location: GASPORT EAST (Lat: 43.198339,  Lng: -78.563664),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 398 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 496 (year 2026),  Design Load: H 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 18.0 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $278,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226099,  Location: MIDDLEPORT WEST (Lat: 43.216119,  Lng: -78.479872),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 508 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 633 (year 2026),  Design Load: HS 20,  Features Intersected: JEDDO CREEK,  Facility Carried by Structure: SHERMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $4,334,000,  Roadway Improvement Cost: $2,514,000,  Total Project Cost: $6,848,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 227036,  Location: 1 MI S of MIDDLEPORT,  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Truck Traffic: 5%,  Design Load: HS 25,  Features Intersected: Oak Orchard Creek,  Facility Carried by Structure: Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Channel: Excellent,  Culverts: Excellent,  Operating Rating: 77.3 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332891,  Location: 1.7 MI SOUTH OF DYSINGER (Lat: 43.109594,  Lng: -78.567856),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 440 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2026),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: BLOCK CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $338,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332904,  Location: 1.4 MI SE OF WOLCOTTSVLLE (Lat: 43.105325,  Lng: -78.497728),  Route carried "on" structure: City street ,  Year Built: 1947,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 287 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 358 (year 2026),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: DITCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $299,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $477,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332912,  Location: 1.6 MI SOUTH OF GASPORT (Lat: 43.175992,  Lng: -78.574586),  Route carried "on" structure: County highway ,  Year Built: 1916,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,331 (year 1969),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,881 (year 1989),  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: GASPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 50.2 metric tons,  Inventory Rating: 14.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $603,000,  Roadway Improvement Cost: $404,000,  Total Project Cost: $1,007,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332914,  Location: 1.4 MI E OF WALCOTTSVILLE (Lat: 43.126606,  Lng: -78.497131),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 730 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 913 (year 2026),  Features Intersected: TRIB MUD CREEK,  Facility Carried by Structure: GRISWOLD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $402,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332935,  Location: .3 MI E OF WALCOTTSVILLE (Lat: 43.121836,  Lng: -78.514003),  Route carried "on" structure: City street ,  Year Built: 1952,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 203 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 253 (year 2026),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: MANN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $3,762,000,  Roadway Improvement Cost: $2,182,000,  Total Project Cost: $5,944,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332937,  Location: 3.4 MI W OF WOLCOTTSVILLE (Lat: 43.112706,  Lng: -78.585233),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Posted for load,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 66 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 82 (year 2026),  Design Load: H 15,  Features Intersected: MUD CREEK,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $193,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332951,  Location: 1.5 MILES EAST OF RAPIDS (Lat: 43.097333,  Lng: -78.606461),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 282 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 351 (year 2021),  Design Load: H 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: RIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $407,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332956,  Location: 2.2 MILES NE OF RAPIDS (Lat: 43.108903,  Lng: -78.595939),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 223 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 278 (year 2015),  Design Load: HS 25,  Features Intersected: MUD CREEK,  Facility Carried by Structure: SIMMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $349,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332957,  Location: 1 MILE NE OF GASPORT (Lat: 43.208331,  Lng: -78.565756),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 1,250 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,563 (year 2025),  Design Load: H 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: SLAYTON SETTMT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 14.0 metric tons,  Inventory Rating: 14.0 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $367,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336008,  Location: .1 MI E OF WALCOTTSVILLE (Lat: 43.120297,  Lng: -78.517994),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 763 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 954 (year 2026),  Features Intersected: MUD CREEK,  Facility Carried by Structure: ROYALTON CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $552,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 445403,  Location: .8 MI W JCT SH271 & CANAL (Lat: 43.213167,  Lng: -78.490189),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 2,181 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,727 (year 2022),  Design Load: HS 25,  Features Intersected: ERIE CANAL, SOUTH TRAIL,,  Facility Carried by Structure: CARMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $730,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,164,000 ( 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: 445404,  Location: 1.8 MI W JCT SH271 &CANAL (Lat: 43.214486,  Lng: -78.505625),  Route carried "on" structure: Other road ,  Year Built: 1910,  Status: Closed,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 121 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 151 (year 2016),  Features Intersected: ERIE CANAL, NORTH TOW PA,  Facility Carried by Structure: PEET STREET
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.6m (93.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Critical,  Channel: Very good,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $1,776,000,  Roadway Improvement Cost: $1,190,000,  Total Project Cost: $2,966,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 445405,  Location: 3.4 MI W JCT SH271 &CANAL (Lat: 43.209756,  Lng: -78.535261),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Posted for load,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 665 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 829 (year 2021),  Features Intersected: ERIE CANAL, NO. TOW PATH,  Facility Carried by Structure: WRUCK ROAD
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.6m (93.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Serious,  Channel: Very good,  Operating Rating: 9.0 metric tons,  Inventory Rating: 9.0 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $1,758,000,  Roadway Improvement Cost: $1,175,000,  Total Project Cost: $2,933,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 445406,  Location: 4 MI W JCT SH271 & CANAL (Lat: 43.206817,  Lng: -78.545972),  Route carried "on" structure: County highway ,  Year Built: 1911,  Year Reconstructed: 1993,  Status: Posted for load,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 715 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 894 (year 2021),  Design Load: HS 20,  Features Intersected: ERIE CANAL, NORTH TOW PA,  Facility Carried by Structure: SLAYTON SETTMT RD
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $1,758,000,  Roadway Improvement Cost: $1,175,000,  Total Project Cost: $2,933,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 445408,  Location: IN GASPORT (Lat: 43.199661,  Lng: -78.575789),  Route carried "on" structure: County highway ,  Year Built: 1913,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 3,429 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,273 (year 2026),  Design Load: HS 20,  Features Intersected: ERIE CANAL,  Facility Carried by Structure: GASPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.3m (92.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Underwater Inspection Date: June 1994,  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: 445409,  Location: 1 MILE WEST OF GASPORT (Lat: 43.197644,  Lng: -78.595858),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 8.86m (29.07ft),  Average Daily Traffic: 1,274 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,587 (year 2021),  Design Load: HS 20,  Features Intersected: ERIE CANAL, SOUTH TRAIL,,  Facility Carried by Structure: ORANGEPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 8.86m (29.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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