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Bridge Statistics for Johnstown, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Johnstown, CO, Colorado, Colorado forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 29 Total length: 99 meters (325ft) Total costs: $662,000 Total average daily traffic: 678,255 Total average daily truck traffic: 93,301 National Bridge Inventory (NBI) Registered Bridges for Johnstown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: C-17-A, Location: 0.4 MI SO OF JCT SH 56 (Lat: 40.299722, Lng: -104.980000), Route carried "on" structure: Interstate 25A, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 31,500 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 48,825 (year 2025), Design Load: H 20, Features Intersected: LITTLE THOMPSON RIVER, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 401.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-AJ, Location: 4.9 MI E OF JCT US 287 (Lat: 40.305278, Lng: -104.980833), Route carried "on" structure: State highway 56B, Year Built: 1961, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 4,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 7,644 (year 2025), Design Load: H 20, Features Intersected: I 25 ML, Facility Carried by Structure: SH 56 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.234, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C-17-BA, Location: IN JOHNSTOWN (Lat: 40.334722, Lng: -104.911111), Route carried "on" structure: State highway 60B, Year Built: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,800 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,288 (year 2025), Design Load: HS 20, Features Intersected: HILLSBORO DITCH, Facility Carried by Structure: SH 60 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, 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 Find on map >>
Structure Number: C-17-BB, Location: AT JCT I 25 (Lat: 40.335833, Lng: -104.980833), Route carried "on" structure: State highway 60B, Year Built: 1962, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 8,800 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,288 (year 2025), Design Load: HS 20, Features Intersected: I 25 ML, Facility Carried by Structure: SH 60 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: Built-up Find on map >>
Structure Number: C-17-BN, Location: 6.7 MI NO OF JCT SH 56 (Lat: 40.300556, Lng: -104.980000), Route carried "on" structure: Interstate 25A, Year Built: 1938, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 630 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 976 (year 2025), Design Load: H 15, Features Intersected: LITTLE THOMPSON RIVER SR, Facility Carried by Structure: I 25 SERVICE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 402.089, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C-17-BQ, Location: 0.9 MI NO OF JCT SH 60 EA (Lat: 40.348056, Lng: -104.980556), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 30,550 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 46,130 (year 2025), Design Load: HS 20, Features Intersected: SH 60 ML, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 407.378, 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: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-BR, Location: 2.1 MI SO OF JCT SH 402 (Lat: 40.348056, Lng: -104.980833), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 30,550 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 46,130 (year 2025), Design Load: HS 20, Features Intersected: SH 60 ML, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 407.379, 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: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-CB, Location: 0.6 MI SO OF JCT SH 60 (Lat: 40.327778, Lng: -104.980000), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 30,650 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 47,817 (year 2025), Design Load: H 20, Features Intersected: GW RR, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.054, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-CE, Location: 1.5 MI NO OF JCT SH 56 WE (Lat: 40.327500, Lng: -104.980000), Route carried "on" structure: Interstate 25A, Year Built: 1961, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 30,650 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 47,817 (year 2025), Design Load: HS 20, Features Intersected: GW RR, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.053, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-DD, Location: 2.1 MI NO OF JCT SH 60 (Lat: 40.377500, Lng: -104.993056), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 31,800 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 48,018 (year 2025), Design Load: H 20, Features Intersected: SH 402 ML, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 410.733, 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: 16.0m (52.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-DG, Location: 2 MI SO OF JCT US 34 (Lat: 40.377500, Lng: -104.993056), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 31,800 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 48,018 (year 2025), Design Load: H 20, Features Intersected: SH 402 ML, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 410.734, 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: 15.9m (52.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-DH, Location: 1 MI SO OF JCT SH 60 (Lat: 40.319167, Lng: -104.980000), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 30,650 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 47,817 (year 2025), Design Load: HS 20, Features Intersected: COUNTY ROAD 46, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 404.240, 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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-DY, Location: 1 MI NO OF JCT SH 56 (Lat: 40.319444, Lng: -104.980000), Route carried "on" structure: Interstate 25A, Year Built: 1961, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 30,650 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 47,817 (year 2025), Design Load: H 20, Features Intersected: COUNTY ROAD 46, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 404.239, 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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-EE, Location: 1.1 MI SO OF JCT SH 402 (Lat: 40.363333, Lng: -104.985000), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 30,550 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 46,130 (year 2025), Design Load: HS 20, Features Intersected: COUNTY ROAD 16, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.035, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-EI, Location: 1 MI N OF JCT SH 60 (Lat: 40.362500, Lng: -104.985000), Route carried "on" structure: Interstate 25A, Year Built: 1962, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 30,550 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 46,130 (year 2025), Design Load: HS 20, Features Intersected: COUNTY ROAD 16, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.034, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C-17-EL, Location: 1.6 MI NO OF JCT SH 60 (Lat: 40.371667, Lng: -104.990000), Route carried "on" structure: Interstate 25A, Year Built: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 63,600 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 96,036 (year 2025), Design Load: H 20, Features Intersected: DRAW, Facility Carried by Structure: I 25 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 410.015, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Serious, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2006) Find on map >>
Structure Number: C-17-G, Location: 1.8 MI NO OF JCT SH 60 WE (Lat: 40.372222, Lng: -104.990278), Route carried "on" structure: Interstate 25A, Year Built: 1941, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 636 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 960 (year 2025), Design Load: H 20, Features Intersected: DRAW SR, Facility Carried by Structure: I 25 SERVICE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 410.118, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, 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: 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: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $456,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C-17-J MINOR, Location: 2 MI N OF WELD/LAR COUNTY (Lat: 40.388611, Lng: -104.993333), Route carried "on" structure: Interstate 25A, Year Built: 1963, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 63,100 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 94,650 (year 2025), Design Load: HS 20, Features Intersected: COUNTY ROAD, Facility Carried by Structure: I 25 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 411.936, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 42.7m (140.1ft) Condition: Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: 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: May 2007 Find on map >>
Structure Number: C-17-N, Location: 6.7 MI N OF JCT SH 66 (Lat: 40.300000, Lng: -104.980000), Route carried "on" structure: Interstate 25A, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 31,500 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 48,825 (year 2025), Design Load: HS 20, Features Intersected: LITTLE THOMPSON RIVER, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 401.994, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: JSTWN-001, Location: 0.9 Mi N of Co Rd 44 (Lat: 40.322222, Lng: -104.916667), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,020 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 3,636 (year 2023), Design Load: HS 20, Features Intersected: Little Thompson River, Facility Carried by Structure: County Road 17 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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: JSTWN-002, Location: 0.7 Mi N of Co Rd 44 (Lat: 40.316667, Lng: -104.927778), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 319 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 574 (year 2023), Design Load: HS 20, Features Intersected: Little Thompson River, Facility Carried by Structure: County Road 15 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: 26.0m (85.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: JSTWN-003, Location: 0.4 Mi E of Co Rd 17 (Lat: 40.336111, Lng: -104.900000), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 333 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 599 (year 2023), Design Load: HS 20, Features Intersected: Little Thompson River, Facility Carried by Structure: County Road 46.5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: JSTWN-004, Location: 0.1 Mi N of US Hwy 34 (Lat: 40.408333, Lng: -104.944722), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 417 (year 2002), Average Future Daily Traffic: 792 (year 2022), Design Load: HS 20, Features Intersected: Greeley Loveland Canal, Facility Carried by Structure: County Road 901 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C-17-AJ, Location: 4.9 MI E OF JCT US 287 (Lat: 40.305278, Lng: -104.980833), Route carried "under" structure: Interstate 25A, Year Built: 1961, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 63,000 (year 2005), Truck Traffic: 14%, Features Intersected: I 25 ML, Facility Carried by Structure: SH 56 ML Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 402.638, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.0m (65.6ft) Find on map >>
Structure Number: C-17-BB, Location: AT JCT I 25 (Lat: 40.335833, Lng: -104.980833), Route carried "under" structure: Interstate 25A, Year Built: 1962, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 61,700 (year 2005), Truck Traffic: 14%, Features Intersected: I 25 ML, Facility Carried by Structure: SH 60 ML Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 405.888, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: C-17-BQ, Location: 0.9 MI NO OF JCT SH 60 EA (Lat: 40.348056, Lng: -104.980556), Route carried "under" structure: State highway 60A, Year Built: 1962, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 7%, Features Intersected: SH 60 ML, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 7.977, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: C-17-BR, Location: 2.1 MI SO OF JCT SH 402 (Lat: 40.348056, Lng: -104.980833), Route carried "under" structure: State highway 60A, Year Built: 1962, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 7%, Features Intersected: SH 60 ML, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 7.976, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: C-17-DD, Location: 2.1 MI NO OF JCT SH 60 (Lat: 40.377500, Lng: -104.993056), Route carried "under" structure: State highway 402A, Year Built: 1962, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 12,300 (year 2005), Truck Traffic: 5%, Features Intersected: SH 402 ML, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 6.431, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.0m (52.5ft) Find on map >>
Structure Number: C-17-DG, Location: 2 MI SO OF JCT US 34 (Lat: 40.377500, Lng: -104.993056), Route carried "under" structure: State highway 402A, Year Built: 1962, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 12,300 (year 2005), Truck Traffic: 5%, Features Intersected: SH 402 ML, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.643, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.9m (52.2ft) Discuss this city on our hugely popular Colorado forum Back to: Johnstown, CO, Colorado, All US cities.
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