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Bridge Statistics for Craig, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Craig, CO, Colorado, Colorado forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 25 meters (82ft) Total costs: $227,000 Total average daily traffic: 23,512 Total average daily truck traffic: 1,285 Total future (year 2025) average daily traffic: 37,330 National Bridge Inventory (NBI) Registered Bridges for Craig
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: B-06-A, Location: IN CRAIG (Lat: 40.513611, Lng: -107.541111), Route carried "on" structure: US 40Z, Year Built: 1952, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 7,300 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 9,198 (year 2025), Design Load: H 20, Features Intersected: FORTIFICATION CREEK, Facility Carried by Structure: US 40 ML WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $227,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B-06-S, Location: IN CRAIG (Lat: 40.513056, Lng: -107.541111), Route carried "on" structure: US 40A, Year Built: 1977, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 4,600 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 5,842 (year 2025), Design Load: HS 20+Mod, Features Intersected: FORTIFICATION CREEK, Facility Carried by Structure: US 40 ML EBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.773, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 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 or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 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: 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C-06-P, Location: SW EDGE OF CRAIG (Lat: 40.508056, Lng: -107.578333), Route carried "on" structure: State highway 13A, Year Built: 1973, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,100 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 3,565 (year 2025), Design Load: HS 20, Features Intersected: PINE RIDGE GULCH, Facility Carried by Structure: SH 13 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.906, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Out-to-Out Width: 32.6m (107.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2006 Find on map >>
Structure Number: CRAIG-10TH ST, Location: 50 Ft E of Rose Street (Lat: 40.523500, Lng: -107.543417), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,934 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 4,254 (year 2027), Design Load: HS 20, Features Intersected: Fortification Creek, Facility Carried by Structure: Tenth Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: 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 Find on map >>
Structure Number: CRAIG-13TH ST, Location: 100 Ft E of Yampa Avenue (Lat: 40.528667, Lng: -107.546056), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 861 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,894 (year 2027), Design Load: HS 20, Features Intersected: Fortification Creek, Facility Carried by Structure: Thirteenth Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: CRAIG-4.0TH ST, Location: 500 Ft E of Lincoln St. (Lat: 40.512500, Lng: -107.539275), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 506 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2027), Design Load: HS 20, Features Intersected: Fortification Creek, Facility Carried by Structure: Fourth Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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, 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: CRAIG-7.0TH ST, Location: 50 Ft W of Lincoln St. (Lat: 40.517889, Lng: -107.541417), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,741 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 6,031 (year 2027), Design Load: HS 20, Features Intersected: Fortification Creek, Facility Carried by Structure: Seventh Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: 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 Find on map >>
Structure Number: CRAIG-COLLEGEDR, Location: 50 Ft. S of First Street (Lat: 40.510222, Lng: -107.581611), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 514 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,131 (year 2027), Design Load: HS 20, Features Intersected: Pine Ridge Gulch, Facility Carried by Structure: College Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: CRAIG-COMMERCE, Location: 60 Ft S of First Street (Lat: 40.507972, Lng: -105.577608), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 222 (year 2007), Average Future Daily Traffic: 488 (year 2027), Features Intersected: Pine Ridge Gulch, Facility Carried by Structure: Commerce Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.1m (3.6ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: 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: October 2007 Find on map >>
Structure Number: CRAIG-DOUGLAS-A, Location: 80 Ft S of First Street (Lat: 40.510806, Lng: -107.584444), Route carried "on" structure: City street , Year Built: 1980, Year Reconstructed: 1994, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 424 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 932 (year 2027), Design Load: HS 20, Features Intersected: Pine Ridge Gulch, Facility Carried by Structure: Douglas Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: October 2007 Find on map >>
Structure Number: CRAIG-DOYAN, Location: 30 Ft S of First Street (Lat: 40.506806, Lng: -107.573278), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 121 (year 2007), Average Future Daily Traffic: 267 (year 2027), Design Load: HS 20, Features Intersected: Pine Ridge Gulch, Facility Carried by Structure: Doyan Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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: October 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: CRAIG-FIRST ST, Location: 50 Ft West of St Hwy 13 (Lat: 40.509472, Lng: -104.579139), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,189 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 2,615 (year 2027), Design Load: HS 20, Features Intersected: Cedar Mountain Gulch, Facility Carried by Structure: First Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.4m (4.6ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: 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: October 2007 Discuss this city on our hugely popular Colorado forum Back to: Craig, CO, Colorado, All US cities.
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