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Bridge Statistics for Parker, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Parker, CO, Colorado, Colorado forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 44 Total length: 250 meters (820ft) Total average daily traffic: 523,123 Total average daily truck traffic: 30,016 National Bridge Inventory (NBI) Registered Bridges for Parker
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: E-470-05.13A, Location: 5.13 MI FROM I25 (Lat: 39.549389, Lng: -104.781028), Route carried "on" structure: Other road 470, Year Built: 1996, Status: Open, Structure Length: 18.53m (60.79ft), Average Daily Traffic: 20,360 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 165,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: CHERRY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.254, Lanes on structure: 2, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Inventory Rating: 40.8 metric tons, 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E-470-05.25A, Location: 5.25 MI FROM I25 (Lat: 39.551722, Lng: -104.776500), Route carried "on" structure: Other road 470, Year Built: 1996, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 20,550 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 166,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: PARKER ROAD Minimum Vertical Clearance: 20.60m (67.59ft), Kilometerpoint: 8.447, Lanes on structure: 3, Lanes under structure: 8, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: 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, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E-470-05.25B, Location: 5.25 MI FROM I25 (Lat: 39.552083, Lng: -104.776806), Route carried "on" structure: Other road 470, Year Built: 1996, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 20,970 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 170,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: PARKER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 3, Lanes under structure: 8, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E-470-05.76A, Location: 5.76 MI FROM I25 (Lat: 39.557639, Lng: -104.770944), Route carried "on" structure: Other road 470, Year Built: 1996, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 20,650 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 167,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.268, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.4 metric tons, Inventory Rating: 40.8 metric tons, 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E-470-05.76B, Location: 5.76 MI FROM I25 (Lat: 39.557639, Lng: -104.771306), Route carried "on" structure: Other road 470, Year Built: 1996, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 20,580 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 167,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.268, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E-470-4.33A, Location: 4.33 MI FROM I 25 (Lat: 39.548972, Lng: -104.793694), Route carried "on" structure: Other road 470, Year Built: 1989, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 18,950 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 153,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: JORDAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.967, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E-470-4.33B, Location: 4.33 MI FROM I 25 (Lat: 39.549306, Lng: -104.793722), Route carried "on" structure: Other road 470, Year Built: 1989, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 20,260 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 164,100 (year 2025), Design Load: HS 20+Mod, Features Intersected: JORDAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.969, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E-470-5.13B, Location: 5.13 MI FROM I 25 (Lat: 39.549694, Lng: -104.781333), Route carried "on" structure: Other road 470, Year Built: 1990, Status: Open, Structure Length: 18.53m (60.79ft), Average Daily Traffic: 21,380 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 173,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: CHERRY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.256, Lanes on structure: 4, Toll: On toll road, Owner: Private, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: F-17-HI, Location: 8.1 MI N OF JCT SH 86 (Lat: 39.514167, Lng: -104.764722), Route carried "on" structure: State highway 83A, Year Built: 1981, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 40,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 53,460 (year 2025), Design Load: HS 20+Mod, Features Intersected: SULPHUR GULCH, Facility Carried by Structure: SH 83 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.748, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.4m (86.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.5 metric tons, Inventory Rating: 32.7 metric tons, 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: F-17-IB, Location: 10 MI N OF JCT SH 86 (Lat: 39.540222, Lng: -104.769306), Route carried "on" structure: State highway 83A, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 53,460 (year 2025), Design Load: HS 20+Mod, Features Intersected: BALDWIN GULCH, Facility Carried by Structure: SH 83 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.421, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007 Find on map >>
Structure Number: F-17-M, Location: 8.5 MI NO OF JCT SH 86 (Lat: 39.519833, Lng: -104.765444), Route carried "on" structure: State highway 83A, Year Built: 1939, Year Reconstructed: 1982, Status: Open, Structure Length: 0.39m (1.28ft), Average Daily Traffic: 40,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 53,460 (year 2025), Design Load: H 15, Features Intersected: BIKE PATH UNDERPASS, Facility Carried by Structure: SH 83 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.313, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.9m (12.8ft), Out-to-Out Width: 40.6m (133.2ft) Condition: Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007 Find on map >>
Structure Number: G-17-BO, Location: 6.3 MI NO OF JCT SH 86 (Lat: 39.485833, Lng: -104.758611), Route carried "on" structure: State highway 83A, Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 39,800 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 52,536 (year 2025), Design Load: HS 20+Mod, Features Intersected: DRAW, Facility Carried by Structure: SH 83 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.528, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 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 48 months, Inspection Date: June 2007 Find on map >>
Structure Number: PA77-S6.3-S285, Location: 6.3 MI SE OF JEFFERSON (Lat: 39.305667, Lng: -105.750028), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 287 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 373 (year 2023), Design Load: HS 20, Features Intersected: JEFFERSON CREEK, Facility Carried by Structure: COUNTY ROAD 77 Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 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: May 2007 Find on map >>
Structure Number: PAR CANTBRY-0.2, Location: .2 MI N. OF HILLTOP ROAD (Lat: 39.492778, Lng: -104.733333), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 14,700 (year 2026), Design Load: HS 20, Features Intersected: TALLMAN GULCH, Facility Carried by Structure: CANTERBERRY PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 43.3m (142.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Febuary 2007 Find on map >>
Structure Number: PAR CANTBRY-0.3, Location: 0.3 MI S OF MAIN STREET (Lat: 39.513750, Lng: -104.725139), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 3,755 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 18,401 (year 2022), Design Load: HS 20, Features Intersected: SULPHUR GULCH, Facility Carried by Structure: CANTERBERRY PKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Good, 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: Febuary 2007 Find on map >>
Structure Number: PAR CROWFT-0.6, Location: 0.6 MI S OF STROH ROAD (Lat: 39.471472, Lng: -104.781667), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 4,118 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 20,180 (year 2023), Design Load: HS 25, Features Intersected: LEMON GULCH, Facility Carried by Structure: CROWFOOT VALLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.540, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR CTNWD-0.5, Location: .5 M WEST OF PARKER RD (Lat: 39.555639, Lng: -104.786556), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 19.05m (62.50ft), Average Daily Traffic: 11,205 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 54,906 (year 2022), Design Load: HS 20, Features Intersected: CHERRY CREEK, Facility Carried by Structure: COTTONWOOD DR 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR DRNFLDT-0.2, Location: .2 MI S OF MAIN STREET (Lat: 39.515222, Lng: -104.770111), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 7,056 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 34,574 (year 2022), Design Load: HS 25, Features Intersected: SULPHUR GULCH, Facility Carried by Structure: DRANSFELDT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR JMORGAN-0.5, Location: .5 M WEST OF PARKER RD (Lat: 39.484444, Lng: -104.765833), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,003 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 9,813 (year 2022), Features Intersected: BRANCH OF CHERRY CREEK, Facility Carried by Structure: J MORGAN BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Out-to-Out Width: 30.8m (101.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 42.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: PAR JORDAN-0.1, Location: .1 MI S OF LINCOLN AVE. (Lat: 39.531944, Lng: -104.793500), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 25,292 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 123,929 (year 2022), Design Load: HS 20, Features Intersected: NEWLIN GULCH, Facility Carried by Structure: JORDAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR LCLN-0.8EB, Location: 1.0 MI W OF HIGHWAY 83 (Lat: 39.534722, Lng: -104.782222), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 15.17m (49.77ft), Average Daily Traffic: 17,325 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 84,891 (year 2022), Design Load: HS 25, Features Intersected: CHERRY CREEK, Facility Carried by Structure: LINCOLN AVENUE 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: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR LCLN-0.8WB, Location: 1.0 MI WEST OF HIGHWAY 83 (Lat: 39.534778, Lng: -104.782028), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 15.17m (49.77ft), Average Daily Traffic: 16,810 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 82,367 (year 2022), Design Load: HS 25, Features Intersected: CHERRY CREEK, Facility Carried by Structure: LINCOLN AVENUE 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: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR LCLN-1.2EB, Location: 0.3 MI E OF JORDAN (Lat: 39.534278, Lng: -104.789694), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 17,229 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 84,422 (year 2022), Design Load: HS 25, Features Intersected: NEWLIN GULCH, Facility Carried by Structure: EB LINCOLN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR LCLN-1.2WB, Location: 0.3 MI EAST OF JORDAN RD (Lat: 39.534389, Lng: -104.789667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 16,692 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 81,790 (year 2022), Design Load: HS 25, Features Intersected: NEWLIN GULCH, Facility Carried by Structure: WB LINCOLN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR PARKER-6.1A, Location: 1.0 MI W OF HWY 83 (Lat: 39.519861, Lng: -104.780389), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 10,621 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 52,043 (year 2022), Design Load: HS 20, Features Intersected: CHERRY CREEK, Facility Carried by Structure: WB MAIN STREET 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: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: PAR PARKER-6.1B, Location: 1.0 MI WEST OF HWY 83 (Lat: 39.519722, Lng: -104.780333), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 11,367 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 55,698 (year 2022), Features Intersected: CHERRY CREEK, Facility Carried by Structure: EB MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR PINE-0.1, Location: SOUTH OF MAIN STREET (Lat: 39.516111, Lng: -104.758750), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 3,117 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 15,271 (year 2024), Design Load: HS 20, Features Intersected: SULPHUR GULCH, Facility Carried by Structure: PINE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR PPKVW-0.2A, Location: 0.2 MI S OF E MAINSTREET (Lat: 39.515000, Lng: -104.762500), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 2,154 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 10,553 (year 2022), Design Load: HS 20, Features Intersected: SULPHUR GULCH, Facility Carried by Structure: PIKES PEAK DR 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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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 48 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR RIVA-0.1, Location: 0.2 MILES S OF MAIN ST (Lat: 39.515611, Lng: -104.737694), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,239 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 6,070 (year 2022), Design Load: HS 20, Features Intersected: SULPHUR GULCH, Facility Carried by Structure: RIVA RIDGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Out-to-Out Width: 36.0m (118.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 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: Febuary 2007 Find on map >>
Structure Number: PAR SIEBERT-0.2, Location: INT SIEBERT & STONEHENGE (Lat: 39.514750, Lng: -104.751639), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 1,193 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 5,846 (year 2022), Features Intersected: TALLMAN GULCH, Facility Carried by Structure: SIEBERT CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: PAR SIEBERT-0.7, Location: 0.5 MI FROM SEIBERT ROAD (Lat: 39.509667, Lng: -104.752750), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 673 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 3,295 (year 2022), Features Intersected: TALLMAN GULCH, Facility Carried by Structure: SIEBERT CIRCLE 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: PAR SIEBERT-0.9, Location: JUST SW OF S SUSSEX COURT (Lat: 39.510167, Lng: -104.748278), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 1,203 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 5,895 (year 2022), Design Load: H 20, Features Intersected: TALLMAN GULCH, Facility Carried by Structure: SIEBERT CIRCLE 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 21.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: PAR STNHGE-0.1, Location: .05 MI S OF MAIN STREET (Lat: 39.515972, Lng: -104.751111), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,792 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 13,682 (year 2022), Features Intersected: SULPHUR GULCH, Facility Carried by Structure: STONEHENGE WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: PAR STROH-0.3A, Location: 0.3 MI WEST OF HWY 83 (Lat: 39.478611, Lng: -104.769167), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 6,755 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 33,101 (year 2022), Design Load: HS 20, Features Intersected: CHERRY CREEK, Facility Carried by Structure: STROH ROAD 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: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR TALLMAN-0.1, Location: 0.1 MI E OF HILL TOP ROAD (Lat: 39.504444, Lng: -104.754167), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 5,398 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 26,453 (year 2022), Design Load: HS 20, Features Intersected: TALLMAN GULCH, Facility Carried by Structure: TALLMAN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 3.0m (9.8ft), Out-to-Out Width: 44.2m (145.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: PAR TWENTY-0.1, Location: JUST SOUTH OF MAIN STREET (Lat: 39.516194, Lng: -104.774806), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 7,639 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 37,429 (year 2022), Design Load: HS 25, Features Intersected: SULPHUR GULCH, Facility Carried by Structure: TWENTY MILE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: PAR TWENTY-0.15, Location: 0.2 MI SE OF PINE DRIVE (Lat: 39.541944, Lng: -104.775000), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 24,500 (year 2026), Design Load: HS 25, Features Intersected: BALDWIN GULCH, Facility Carried by Structure: TWENTY MILE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.0m (121.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2007 Find on map >>
Structure Number: PAR WILLOW-0.1, Location: .1 MI S OF MAIN ST (Lat: 39.516528, Lng: -104.744778), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 4,000 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 19,599 (year 2022), Features Intersected: SULPHUR GULCH, Facility Carried by Structure: WILLOW PARK DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: Febuary 2007 Find on map >>
Structure Number: E-470-05.25A, Location: 5.25 MI FROM I25 (Lat: 39.551722, Lng: -104.776500), Route carried "under" structure: State highway 83, Year Built: 1996, Structure Length: 8.16m (26.77ft), Truck Traffic: 5%, Features Intersected: PARKER ROAD, Facility Carried by Structure: E-470 EB Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 100.584, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.2m (138.5ft) Find on map >>
Structure Number: E-470-05.25B, Location: 5.25 MI FROM I25 (Lat: 39.552083, Lng: -104.776806), Route carried "under" structure: State highway 83, Year Built: 1996, Structure Length: 8.16m (26.77ft), Truck Traffic: 5%, Features Intersected: PARKER ROAD, Facility Carried by Structure: E-470 WB Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 100.586, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.2m (138.5ft) Find on map >>
Structure Number: E-470-05.76A, Location: 5.76 MI FROM I25 (Lat: 39.557639, Lng: -104.770944), Route carried "under" structure: City street CTNWD, Year Built: 1996, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 100 (year 2000), Truck Traffic: 2%, Features Intersected: COTTONWOOD DRIVE, Facility Carried by Structure: E-470 EB Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.016, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: E-470-05.76B, Location: 5.76 MI FROM I25 (Lat: 39.557639, Lng: -104.771306), Route carried "under" structure: City street CTNWD, Year Built: 1996, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 100 (year 2000), Truck Traffic: 2%, Features Intersected: COTTONWOOD DRIVE, Facility Carried by Structure: E-470 WB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.016, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: E-470-4.33A, Location: 4.33 MI FROM I 25 (Lat: 39.548972, Lng: -104.793694), Route carried "under" structure: City street JORDN, Year Built: 1989, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 5,000 (year ), Features Intersected: JORDAN ROAD, Facility Carried by Structure: E 470 EB Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: E-470-4.33B, Location: 4.33 MI FROM I 25 (Lat: 39.549306, Lng: -104.793722), Route carried "under" structure: City street JORDN, Year Built: 1989, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 5,000 (year ), Features Intersected: JORDAN ROAD, Facility Carried by Structure: E 470 WB Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft) Discuss this city on our hugely popular Colorado forum Back to: Parker, CO, Colorado, All US cities.
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