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

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Structure Number: 100245,  Location: 2.9 MI SW JCT RTS 5 & 167 (Lat: 43.025217,  Lng: -74.788442),  Route carried "on" structure: State highway 5,  Year Built: 1949,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 3,025 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,438 (year 2026),  Design Load: HS 20,  Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.510,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $360,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100246,  Location: 5.8 MI SW JCT RTS 5 & 167 (Lat: 43.005867,  Lng: -74.741144),  Route carried "on" structure: State highway 5,  Year Built: 1931,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 9.35m (30.68ft),  Average Daily Traffic: 3,025 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,438 (year 2026),  Design Load: HS 20,  Features Intersected: E CANADA CREEK
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 69.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Bridge Improvement Cost: $2,671,000,  Roadway Improvement Cost: $1,550,000,  Total Project Cost: $4,221,000 ( 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: 103894,  Location: 33MI NE JCT RTS 167+5 (Lat: 43.060228,  Lng: -74.793356),  Route carried "on" structure: State highway 167,  Year Built: 1973,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,113 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,033 (year 2025),  Design Load: H 15,  Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.3 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $298,000,  Total Project Cost: $798,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103895,  Location: 22MI S JCT RTS 167+5 (Lat: 43.081658,  Lng: -74.794508),  Route carried "on" structure: State highway 167,  Year Built: 1900,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,113 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,033 (year 2025),  Features Intersected: GILLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.991,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Inventory Rating: 22.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $348,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330772,  Location: 4.6 MI SE OF LITTLE FALLS (Lat: 43.023878,  Lng: -74.789431),  Route carried "on" structure: County highway ,  Year Built: 1910,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 45 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 56 (year 2016),  Features Intersected: CRUM CREEK,  Facility Carried by Structure: COUNTY ROAD 246
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 43.4 metric tons,  Inventory Rating: 18.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $413,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330773,  Location: 3.5 MI E OF LITTLE FALLS (Lat: 43.046156,  Lng: -74.784306),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 825 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,023 (year 2027),  Features Intersected: CRUM CREEK,  Facility Carried by Structure: DOCKEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $413,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330774,  Location: 4 MI SOUTH OF DOLGEVILLE (Lat: 43.057875,  Lng: -74.763756),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 3.24m (10.63ft),  Average Daily Traffic: 584 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 724 (year 2026),  Design Load: HS 25,  Features Intersected: EAST CANADA CREEK,  Facility Carried by Structure: INGHAM MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 3.24m (10.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $413,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 330775,  Location: 2.8 MI NE OF LITTLE FALLS (Lat: 43.067614,  Lng: -74.807461),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 139 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 172 (year 2021),  Features Intersected: CRUM CREEK,  Facility Carried by Structure: MURPHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $413,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330776,  Location: 1.7 MI SW OF DOLGEVILLE (Lat: 43.090103,  Lng: -74.800961),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 207 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 257 (year 2020),  Design Load: H 20,  Features Intersected: GILLETT CREEK,  Facility Carried by Structure: BROCKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $199,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330777,  Location: 1.8 MI W OF DOLGEVILLE (Lat: 43.105428,  Lng: -74.805967),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 159 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 197 (year 2021),  Design Load: H 20,  Features Intersected: GILLETT CREEK,  Facility Carried by Structure: PECKVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $199,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70503,  Location: E LITTLE FALLS OFF RTE169 (Lat: 43.034758,  Lng: -74.828708),  Route carried "under" structure: State highway ,  Year Built: 1909,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 1,850 (year 1984),  Truck Traffic: 8%,  Features Intersected: RIVER ROAD,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.45m (11.32ft),  Kilometerpoint: 163.667,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 705032,  Location: E LIT FALLS OVER RTE 169 (Lat: 43.040700,  Lng: -74.846017),  Route carried "under" structure: State highway ,  Year Built: 1904,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 1,850 (year 1984),  Truck Traffic: 8%,  Features Intersected: RIVER ROAD,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 163.667,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)