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Bridge Statistics for Estes Park, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Estes Park, CO, Colorado, Colorado forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 20 meters (66ft) Total costs: $203,000 Total average daily traffic: 79,187 Total average daily truck traffic: 2,404 Total future (year 2020) average daily traffic: 119,362 National Bridge Inventory (NBI) Registered Bridges for Estes Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: C-14-A, Location: IN ESTES PARK (Lat: 40.377722, Lng: -105.516056), Route carried "on" structure: US 36B, Year Built: 1951, Year Reconstructed: 2000, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 16,600 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 23,406 (year 2025), Design Load: H 15, Features Intersected: BIG THOMPSON RIVER, Facility Carried by Structure: US 36 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: C-14-A MINOR, Location: IN ESTES PARK (Lat: 40.377722, Lng: -105.516056), Route carried "on" structure: US 36B, Year Built: 2000, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 16,600 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 23,406 (year 2025), Design Load: HS 20+Mod, Features Intersected: PEDESTRIAN UNDERPASS, Facility Carried by Structure: US 36 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 33.0m (108.3ft) Condition: Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: C-14-C MINOR, Location: in Estes Park (Lat: 40.373333, Lng: -105.498333), Route carried "on" structure: US 36B, Year Built: 2002, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 6,700 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 8,911 (year 2025), Design Load: HS 25, Features Intersected: Ped. Underpass, Facility Carried by Structure: US 36 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: C-14-J MINOR, Location: 0.3 MI S. OF SH34 IN ESTE (Lat: 40.374444, Lng: -105.523333), Route carried "on" structure: US 36A, Year Built: 1955, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 11,340 (year 2025), Design Load: H 20, Features Intersected: FALL RIVER, Facility Carried by Structure: US 36 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Out-to-Out Width: 32.0m (105.0ft) Condition: Channel: Very 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: November 2007 Find on map >>
Structure Number: C-14-K, Location: W SIDE OF ESTES PARK (Lat: 40.375833, Lng: -105.525556), Route carried "on" structure: Business US 34C, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,500 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 7,370 (year 2025), Design Load: HS 20, Features Intersected: FALL RIVER, Facility Carried by Structure: US 34 BUSINESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.926, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Out-to-Out Width: 24.4m (80.1ft) 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: August 2005 Find on map >>
Structure Number: C-14-O, Location: US 34 BUS. IN ESTES PARK (Lat: 40.377222, Lng: -105.532500), Route carried "on" structure: Business US 34C, Year Built: 1948, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,400 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 2,952 (year 2025), Design Load: H 20, Features Intersected: FALL RIVER, Facility Carried by Structure: US 34 BUSINESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.295, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), 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: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C-15-M, Location: E EDGE OF ESTES PARK (Lat: 40.377500, Lng: -105.487778), Route carried "on" structure: US 34A, Year Built: 1937, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,600 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,008 (year 2025), Design Load: H 15, Features Intersected: DEVILS GULCH, Facility Carried by Structure: US 34 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-CRAGS-THOM, Location: 50 Ft N of W Riverside (Lat: 40.375000, Lng: -105.527778), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,599 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 6,838 (year 2022), Design Load: HS 20, Features Intersected: Big Thompson River, Facility Carried by Structure: Craigs Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-DAVIDDR-FALL, Location: 80 Ft W of US Hwy 34 (Lat: 40.402778, Lng: -105.575000), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 45 (year 2002), Average Future Daily Traffic: 86 (year 2022), Design Load: HS 20, Features Intersected: Fall River, Facility Carried by Structure: David Drive 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: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-EASTRVR-THOM, Location: 0.1 Mi S of Elkhorn Ave. (Lat: 40.383333, Lng: -105.525000), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 6,141 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 11,668 (year 2022), Design Load: HS 20, Features Intersected: Big Thompson River, Facility Carried by Structure: East River Drive 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-FALLRCT-FALL, Location: 100 Ft S of US Hwy 34 (Lat: 40.394444, Lng: -105.569444), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1997, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 243 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 462 (year 2022), Design Load: HS 20, Features Intersected: Fall River, Facility Carried by Structure: fall River Court 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: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-FALLRLN-FALL, Location: 250 Ft S of W Elkhorn (Lat: 40.605556, Lng: -105.166667), Route carried "on" structure: City street , Year Built: 1983, Year Reconstructed: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 280 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 532 (year 2020), Design Load: HS 20, Features Intersected: Fall River, Facility Carried by Structure: Fall Rover Lane 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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-FHACHRD-FALL, Location: 0.2 Mi W of US Hwy 34 (Lat: 40.408333, Lng: -105.572222), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 121 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 2,302 (year 2020), Design Load: HS 20, Features Intersected: Fall River, Facility Carried by Structure: Fish Hatchery Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-HOMESTD-FALL, Location: 200 Ft SW of US Hwy 34 (Lat: 40.394444, Lng: -105.566667), Route carried "on" structure: City street , Year Built: 1983, Year Reconstructed: 1999, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 114 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 217 (year 2020), Design Load: HS 20, Features Intersected: Fall River, Facility Carried by Structure: Homestead Lane Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-IVY-THOM, Location: 95 Ft W of E Riverside Av (Lat: 40.380556, Lng: -105.527778), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 1,553 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 2,951 (year 2022), Design Load: HS 20, Features Intersected: Big Thompson River, Facility Carried by Structure: Ivy 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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: March 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-RANGE-FALL-R, Location: 0.5 Mi S of Hwy 34 (Lat: 40.388889, Lng: -105.536111), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 238 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 452 (year 2020), Design Load: HS 20, Features Intersected: Fall River, Facility Carried by Structure: Old Ranger Road 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: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-RCKWLL-THOM, Location: 60 Ft W of East River (Lat: 40.383333, Lng: -105.525000), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 1997, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 3,728 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 7,083 (year 2022), Features Intersected: Big Thompson River, Facility Carried by Structure: Rockwell Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to 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, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: EP-SPRC-FALL, Location: 100 Ft N of Elkhorn Ave (Lat: 40.386111, Lng: -105.533333), Route carried "on" structure: City street , Year Built: 1978, Year Reconstructed: 1995, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 725 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 1,378 (year 2022), Design Load: HS 20, Features Intersected: Fall river, Facility Carried by Structure: Spruce Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Colorado forum Back to: Estes Park, CO, Colorado, All US cities.
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