Bridge Statistics for Glenwood Springs, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: F-07-A,  Location: GLENWOOD SPRINGS (Lat: 39.547778,  Lng: -107.324444),  Route carried "on" structure: State highway 82A,  Year Built: 1953,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 20.60m (67.59ft),  Average Daily Traffic: 42,100 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,414 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I70 ML,COLORADO RVR,RR,  Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.364,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.1 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: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.64m (67.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-07-AF,  Location: W. GLENWOOD INTERCHANGE (Lat: 39.560278,  Lng: -107.361667),  Route carried "on" structure: Interstate 70A,  Year Built: 1970,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,400 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,832 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 133,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.902,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-07-AG,  Location: W. GLENWOOD INTERCHANGE (Lat: 39.560278,  Lng: -107.361667),  Route carried "on" structure: Interstate 70A,  Year Built: 1970,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,400 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,832 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 133,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.901,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: F-07-AH,  Location: IN GLENWOOD (Lat: 39.551667,  Lng: -107.332500),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 1,645 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,455 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 164
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-07-AI,  Location: GLENWOOD SPRINGS (Lat: 39.548333,  Lng: -107.327778),  Route carried "on" structure: Interstate 70A,  Year Built: 1970,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 23,200 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,872 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SH 82 ML,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.255,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GLNWD-27TH ST,  Location: 50 Ft. W. of Grand Ave. (Lat: 39.525278,  Lng: -107.326111),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Posted for load-capacity,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 13,769 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,916 (year 2027),  Features Intersected: Roaring Fork River,  Facility Carried by Structure: 27TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: GLNWD-7A,  Location: 4 Bl. W. of Pine Street (Lat: 39.546944,  Lng: -107.330833),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 8,536 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,926 (year 2027),  Design Load: HS 20,  Features Intersected: Roaring Fork River,  Facility Carried by Structure: 7th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: GLNWD-DEVEREUX,  Location: 0.25 Miles South of I-70 (Lat: 39.552222,  Lng: -107.337222),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 9.10m (29.86ft),  Average Daily Traffic: 1,990 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,178 (year 2027),  Design Load: HS 20,  Features Intersected: Colorado River,  Facility Carried by Structure: Devereux, AC To RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: GLNWD-MIDAVE,  Location: Exit 114 of I-70 (Lat: 39.559167,  Lng: -107.360556),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 13,167 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,651 (year 2027),  Design Load: HS 25,  Features Intersected: Colorado River,  Facility Carried by Structure: Midland Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.1m (193.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-A,  Location: GLENWOOD SPRINGS (Lat: 39.547778,  Lng: -107.324444),  Route carried "under" structure: Interstate 70A,  Year Built: 1953,  Structure Length: 20.60m (67.59ft),  Average Daily Traffic: 16,200 (year 2005),  Truck Traffic: 15%,  Features Intersected: I70 ML,COLORADO RVR,RR,  Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 8.87m (29.10ft),  Kilometerpoint: 187.571,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: F-07-AH,  Location: IN GLENWOOD (Lat: 39.551667,  Lng: -107.332500),  Route carried "under" structure: Interstate 70A,  Year Built: 1970,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 23,200 (year 2005),  Truck Traffic: 9%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 164
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 186.745,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: F-07-AI,  Location: GLENWOOD SPRINGS (Lat: 39.548333,  Lng: -107.327778),  Route carried "under" structure: State highway 82A,  Year Built: 1970,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 27,300 (year 2005),  Truck Traffic: 5%,  Features Intersected: SH 82 ML,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: F-07-AY,  Location: IN GLENWOOD SPRINGS (Lat: 39.548056,  Lng: -107.324444),  Route carried "under" structure: Interstate 70A,  Year Built: 1985,  Structure Length: 17.50m (57.41ft),  Average Daily Traffic: 16,200 (year 2005),  Truck Traffic: 15%,  Features Intersected: I70 ML,  Facility Carried by Structure: PED OVERPASS
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 187.577,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: GLNWD-7RR,  Location: 3 Blocks West of Pine Str (Lat: 39.547500,  Lng: -107.328889),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 8,536 (year 2006),  Truck Traffic: 4%,  Features Intersected: 7th Street,  Facility Carried by Structure: Railroad
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.1m (46.3ft)

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Structure Number: GLNWD-MID-RR,  Location: Exit 114 of I-70 (Lat: 39.558889,  Lng: -107.360556),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 13,167 (year 2006),  Truck Traffic: 4%,  Features Intersected: Railroad,  Facility Carried by Structure: Midland Avenue
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: GLNWD-PED,  Location: Parallels St Hwy 82 (Lat: 39.548889,  Lng: -107.324583),  Route carried "under" structure: Interstate 70A,  Year Built: 1985,  Structure Length: 18.32m (60.10ft),  Average Daily Traffic: 15,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: Railroad,  Facility Carried by Structure: Grand Ave. Ped.
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 189.555,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 45.3m (148.6ft)