Bridge Statistics for Dalton, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: D0100100WMUNNBI,  Location: .3 MI S OF RTE 9 (Lat: 42.468333,  Lng: -73.181944),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 7,500 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,845 (year 2028),  Design Load: H 20,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY SOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $701,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,052,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D0100200UMUNNBI,  Location: .5 M E OF RTE 9 (Lat: 42.470833,  Lng: -73.169167),  Route carried "on" structure: City street ,  Year Built: 1924,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 7,600 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,003 (year 2028),  Design Load: H 15,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY HOUSATONIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.6 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $958,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D0100400VMUNNBI,  Location: .5 MI S OF RTE 8A (Lat: 42.477222,  Lng: -73.145000),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Posted for load,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 1,450 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,290 (year 2028),  Design Load: H 15,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $674,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D010050BGMHDNBI,  Location: 2.4 MI W OF HINSDALE TL (Lat: 42.474167,  Lng: -73.156944),  Route carried "on" structure: State highway 8,  Year Built: 1902,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 7,600 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,003 (year 2028),  Design Load: H 20,  Features Intersected: WATER E BR HOUSATONIC R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.108,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: July 2007,  Underwater Inspection Date: November 2005,  Bridge Improvement Cost: $830,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,246,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: D01006045MUNNBI,  Location: 1M E OF JCT RT8&9 (Lat: 42.473611,  Lng: -73.141111),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,800 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,422 (year 2028),  Design Load: H 20,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY OLD WINDSOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Town or Township 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: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $397,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: D010070BEMHDNBI,  Location: 0.3 MI N OF HINSDALE TL (Lat: 42.457500,  Lng: -73.130278),  Route carried "on" structure: State highway 8,  Year Built: 1923,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,900 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,580 (year 2027),  Design Load: H 15,  Features Intersected: WATER E BR HOUSATONIC R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.632,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 19.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $355,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D0100800TMUNNBI,  Location: JUST W OF RTE 8 (Lat: 42.466944,  Lng: -73.141944),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 4,650 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,344 (year 2028),  Design Load: H 20,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY E HOUSATONIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $571,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $857,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D010090BFMHDNBI,  Location: 1.4 MI N OF HINSDALE TL (Lat: 42.468056,  Lng: -73.142500),  Route carried "on" structure: State highway 8,  Year Built: 1925,  Status: Closed,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 7,600 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,003 (year 2028),  Design Load: H 20,  Features Intersected: WATER E BR HOUSATONIC R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.418,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Critical,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $599,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D010100B7MHDNBI,  Location: 1.8 MI W OF WINDSOR TL (Lat: 42.484167,  Lng: -73.148611),  Route carried "on" structure: State highway 9,  Year Built: 1930,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 7,500 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,845 (year 2028),  Design Load: H 20,  Features Intersected: WATER WAHCONAH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.233,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $944,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D01011046MUNNBI,  Location: 200 FT WEST OF RTE 9 (Lat: 42.485833,  Lng: -73.137222),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 100 (year 2008),  Average Future Daily Traffic: 158 (year 2029),  Design Load: HS 20,  Features Intersected: WATER WAHCONAH BROOK,  Facility Carried by Structure: HWY HOLIDAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 36.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Critical Feature Inspection Date: Febuary 2008,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $521,000 ( Estimate for 2006),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: D010120D3MHDNBI,  Location: 0.4 MI S OF ST 9 (Lat: 42.486111,  Lng: -73.128056),  Route carried "on" structure: City street ,  Year Built: 1923,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2028),  Design Load: H 15,  Features Intersected: WATER WAHCONAH BROOK,  Facility Carried by Structure: HWY CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $826,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D010190B6MHDNBI,  Location: 0.8 MI W OF WINDSOR TL (Lat: 42.487222,  Lng: -73.131667),  Route carried "on" structure: State highway 9,  Year Built: 1952,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 4,300 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,791 (year 2028),  Design Load: H 20,  Features Intersected: WATER WAHCONAH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.697,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $955,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous