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Bridge Statistics for Rifle, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rifle, CO, Colorado, Colorado forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 62 meters (203ft) Total costs: $605,000 Total average daily traffic: 125,266 Total average daily truck traffic: 10,625 National Bridge Inventory (NBI) Registered Bridges for Rifle
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 16TH ST BRIDGE, Location: 0.3 Mi E, of RR Ave Rifle (Lat: 39.544167, Lng: -107.781667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,805 (year 2007), Average Future Daily Traffic: 5,890 (year 2027), Design Load: HS 20, Features Intersected: Rifle Creek, Facility Carried by Structure: 16th 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: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3RD ST BRIDGE, Location: 2 Blocks W of RR Ave. (Lat: 39.531667, Lng: -107.785833), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,989 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 10,477 (year 2027), Features Intersected: Rifle Creek, Facility Carried by Structure: Third Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $605,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F-05-AA, Location: 1.4 MI N OF JCT SH 6 (Lat: 39.545000, Lng: -107.791667), Route carried "on" structure: State highway 13A, Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,300 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 6,407 (year 2025), Design Load: HS 20+Mod, Features Intersected: HUBBARD GULCH, Facility Carried by Structure: SH 13 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.408, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than 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: F-05-AC, Location: 1.3 MI N OF JCT US 6-RIFL (Lat: 39.551111, Lng: -107.780278), Route carried "on" structure: State highway 13A, Year Built: 1987, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 8,700 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 16,617 (year 2025), Design Load: HS 20+Mod, Features Intersected: GOVERNMENT CREEK, Facility Carried by Structure: SH 13 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.510, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Out-to-Out Width: 43.8m (143.7ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 89.8 metric tons, Inventory Rating: 89.8 metric tons, Structural Evaluation: Equal 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 Find on map >>
Structure Number: F-05-C, Location: IN RIFLE (Lat: 39.529167, Lng: -107.798056), Route carried "on" structure: State highway 13A, Year Built: 1954, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 4,200 (year 2005), Truck Traffic: 19%, Average Future Daily Traffic: 5,628 (year 2025), Design Load: HS 20+Mod, Features Intersected: RIFLE CREEK, Facility Carried by Structure: SH 13 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F-05-O, Location: 4.6 MI W OF JCT SILT SPUR (Lat: 39.523611, Lng: -107.778333), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 7,450 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 10,728 (year 2025), Design Load: HS 20+Mod, Features Intersected: SH 13 ML, Facility Carried by Structure: I 70 ML WBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.491, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F-05-P, Location: E SIDE OF RIFLE (Lat: 39.523056, Lng: -107.777500), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 7,450 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 10,728 (year 2025), Design Load: HS 20+Mod, Features Intersected: SH 13 ML, Facility Carried by Structure: I 70 ML EBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.489, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F-05-Q, Location: 0.3 MI N OF JCT I70 (Lat: 39.528056, Lng: -107.780000), Route carried "on" structure: State highway 13A, Year Built: 1976, Status: Open, Structure Length: 7.29m (23.92ft), Average Daily Traffic: 17,400 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 27,840 (year 2025), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: SH 13 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.533, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F-05-R, Location: 0.2 MI N OF JCT I70 (Lat: 39.525000, Lng: -107.778889), Route carried "on" structure: State highway 13A, Year Built: 1976, Status: Open, Structure Length: 13.57m (44.52ft), Average Daily Traffic: 17,400 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 27,840 (year 2025), Design Load: HS 20+Mod, Features Intersected: COLORADO RIVER, Facility Carried by Structure: SH 13 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.174, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Inventory Rating: 30.9 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2007, Underwater Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: RAILROAD BRG-A, Location: 100' N of 9th St (Rifle) (Lat: 39.537778, Lng: -107.783611), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 13,517 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 28,386 (year 2027), Design Load: HS 20, Features Intersected: Rifle Creek, Facility Carried by Structure: Railroad Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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: September 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: WHITERIVER AVE, Location: 100 Ft N of 16th Street (Lat: 39.544722, Lng: -107.781111), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 2,255 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,736 (year 2027), Design Load: HS 20, Features Intersected: Rifle Creek, Facility Carried by Structure: Whiteriver Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F-05-O, Location: 4.6 MI W OF JCT SILT SPUR (Lat: 39.523611, Lng: -107.778333), Route carried "under" structure: State highway 13A, Year Built: 1975, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 17,400 (year 2005), Truck Traffic: 8%, Features Intersected: SH 13 ML, Facility Carried by Structure: I 70 ML WBND Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.037, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: F-05-P, Location: E SIDE OF RIFLE (Lat: 39.523056, Lng: -107.777500), Route carried "under" structure: State highway 13A, Year Built: 1975, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 17,400 (year 2005), Truck Traffic: 8%, Features Intersected: SH 13 ML, Facility Carried by Structure: I 70 ML EBND Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Discuss this city on our hugely popular Colorado forum Back to: Rifle, CO, Colorado, All US cities.
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