 |
 |
Bridge Statistics for Fort Collins, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fort Collins, CO, Colorado, Colorado forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 118
Total length: 260 meters (853ft) Total costs: $14,424,000 Total average daily traffic: 1,567,776 Total average daily truck traffic: 124,893 National Bridge Inventory (NBI) Registered Bridges for Fort Collins
No street view available for this location
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: B-16-AD, Location: FORT COLLINS (Lat: 40.597222, Lng: -105.076667), Route carried "on" structure: US 287C, Year Built: 1930, Year Reconstructed: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25,300 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 32,131 (year 2028), Design Load: HS 20, Features Intersected: LAKE CANAL, Facility Carried by Structure: US 287 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 558.854, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.9m (19.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-BF, Location: 11.3 MI N OF JCT US 34 (Lat: 40.570556, Lng: -105.001667), Route carried "on" structure: Interstate 25A, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 49,700 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 75,544 (year 2028), Features Intersected: TIMNATH DITCH, Facility Carried by Structure: I 25 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 432.243, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Out-to-Out Width: 71.9m (235.9ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 81.7 metric tons, Inventory Rating: 81.7 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: March 11 Find on map >> Show street view
Structure Number: B-16-BK, Location: 11.3 MI N OF JCT SH 34 (Lat: 40.570000, Lng: -105.001111), Route carried "on" structure: Interstate 25A, Year Built: 1966, Year Reconstructed: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 49,700 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 75,544 (year 2028), Design Load: HS 20, Features Intersected: LAKE CANAL, Facility Carried by Structure: I 25 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 432.229, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 81.7 metric tons, Inventory Rating: 81.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 11, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $495,000 ( Estimate for 2006) Find on map >> Show street view
Structure Number: B-16-D, Location: 1 MI E OF JCT US 287 (Lat: 40.581389, Lng: -105.059444), Route carried "on" structure: State highway 14C, Year Built: 1950, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 25,400 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 39,116 (year 2028), Design Load: H 20, Features Intersected: CACHE LA POUDRE RIVER, Facility Carried by Structure: SH 14 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.724, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 34.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.26m (30.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $3,079,000, Roadway Improvement Cost: $308,000, Total Project Cost: $4,619,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-E, Location: FT COLLINS (Lat: 40.537500, Lng: -105.076944), Route carried "on" structure: US 287C, Year Built: 1948, Year Reconstructed: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 39,900 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 52,668 (year 2028), Design Load: H 20, Features Intersected: LARIMER COUNTY CANAL, Facility Carried by Structure: US 287 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.112, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-EA, Location: 1.6 MI N OF JCT SH 14 (Lat: 40.604222, Lng: -105.001111), Route carried "on" structure: Interstate 25A, Year Built: 1950, Year Reconstructed: 1989, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 18,650 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 26,856 (year 2027), Design Load: HS 20, Features Intersected: WINDSOR RES,CANAL DITCH, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 435.979, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: B-16-ES, Location: 0.5 MI N OF JCT SH 14 (Lat: 40.588333, Lng: -105.001444), Route carried "on" structure: Interstate 25A, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 18,650 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 26,856 (year 2027), Design Load: HS 20+Mod, Features Intersected: BNSF RR, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.214, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: B-16-ET, Location: 0.5 MI N OF JCT SH 14 (Lat: 40.587500, Lng: -105.001111), Route carried "on" structure: Interstate 25A, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 18,650 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 26,856 (year 2027), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.213, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: B-16-EU, Location: NORTH OF FT COLLINS (Lat: 40.595000, Lng: -105.000833), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,929 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 9,365 (year 2028), Design Load: H 20, Features Intersected: I 25 ML, Facility Carried by Structure: COUNTY ROAD 48 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-EW, Location: I-25/MULBERRY INTERCHANGE (Lat: 40.580000, Lng: -105.001111), Route carried "on" structure: State highway 14C, Year Built: 1966, Status: Open, Structure Length: 7.26m (23.82ft), Average Daily Traffic: 14,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 26,790 (year 2027), Design Load: HS 20, Features Intersected: I 25 ML, Facility Carried by Structure: SH 14 ML EBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 223.600, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $604,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-EX, Location: I-25 MULBERRY INTERCHANGE (Lat: 40.581167, Lng: -105.001775), Route carried "on" structure: State highway 14C, Year Built: 1966, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 14,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 26,790 (year 2027), Design Load: HS 20, Features Intersected: I 25 ML, Facility Carried by Structure: SH 14 ML WBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 223.601, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,557,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-EY, Location: 0.5 MI S OF JCT SH 14 (Lat: 40.572250, Lng: -105.001167), Route carried "on" structure: Interstate 25A, Year Built: 1968, Year Reconstructed: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 49,700 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 75,544 (year 2028), Design Load: HS 20, Features Intersected: BOX ELDER CREEK, Facility Carried by Structure: I 25 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 432.520, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.5m (132.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 72.9m (239.2ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 81.7 metric tons, Inventory Rating: 81.7 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 24 months, Inspection Date: May 11 Find on map >> Show street view
Structure Number: B-16-F, Location: IN FT COLLINS SO OF MONRO (Lat: 40.539833, Lng: -105.076944), Route carried "on" structure: US 287C, Year Built: 1948, Year Reconstructed: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 39,900 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 52,668 (year 2028), Design Load: H 20, Features Intersected: LARIMER COUNTY CANAL, Facility Carried by Structure: US 287 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.383, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 48.1 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: 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: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-FA, Location: 2 MI N OF JCT SH 14 (Lat: 40.610722, Lng: -105.001056), Route carried "on" structure: Interstate 25A, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 36,700 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 52,848 (year 2028), Design Load: HS 20, Features Intersected: FLOOD DRAINAGE, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.699, 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: 3.0m (9.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 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 24 months, Inspection Date: May 11 Find on map >> Show street view
Structure Number: B-16-FB, Location: 2 MI N OF JCT SH 14 (Lat: 40.612667, Lng: -105.000778), Route carried "on" structure: Interstate 25A, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23,600 (year 2008), Truck Traffic: 14%, Average Future Daily Traffic: 33,984 (year 2028), Design Load: HS 20, Features Intersected: FLOOD DRAINAGE, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.922, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 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 24 months, Inspection Date: May 11 Find on map >> Show street view
Structure Number: B-16-FC, Location: 2.3 MI N OF JCT SH 14 (Lat: 40.612778, Lng: -105.000833), Route carried "on" structure: Interstate 25A, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23,600 (year 2008), Truck Traffic: 14%, Average Future Daily Traffic: 33,984 (year 2028), Design Load: HS 20, Features Intersected: FLOOD DRAINAGE, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 437.059, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), 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: 19.8m (65.0ft) 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: May 11 Find on map >> Show street view
Structure Number: B-16-FD, Location: 2.5 MI N OF JCT SH 14 (Lat: 40.616194, Lng: -105.001056), Route carried "on" structure: Interstate 25A, Year Built: 1950, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 23,600 (year 2008), Truck Traffic: 14%, Average Future Daily Traffic: 33,984 (year 2028), Design Load: HS 20, Features Intersected: FLOOD DRAINAGE, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 437.315, 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: 3, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 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 24 months, Inspection Date: May 11 Find on map >> Show street view
Structure Number: B-16-FI, Location: 6.9 MI S OF JCT SH 1 (Lat: 40.604222, Lng: -105.168164), Route carried "on" structure: Interstate 25A, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 18,650 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 26,856 (year 2027), Design Load: HS 20+Mod, Features Intersected: WINDSOR RES,CANAL DITCH, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 435.981, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 48 months, Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: B-16-FJ, Location: 1.6 MI N OF JCT SH 14 (Lat: 40.604222, Lng: -105.000942), Route carried "on" structure: Interstate 25A, Year Built: 1966, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 378 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 544 (year 2025), Design Load: H 20, Features Intersected: WINDSOR RES, CANAL SR, Facility Carried by Structure: I 25 SERVICE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 435.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, 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: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $20,000, Total Project Cost: $307,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: B-16-FL, Location: EAST OF FT COLLINS (Lat: 40.624167, Lng: -105.001111), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 462 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 878 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 25 ML, Facility Carried by Structure: COUNTY ROAD 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-FV, Location: EAST OF FT COLLINS (Lat: 40.609722, Lng: -105.001111), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,117 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,121 (year 2028), Features Intersected: I 25 ML, Facility Carried by Structure: BREWERY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: B-16-G, Location: S OF FTHLS PKWY IN FT COL (Lat: 40.542222, Lng: -105.076944), Route carried "on" structure: US 287C, Year Built: 1948, Year Reconstructed: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 39,900 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 52,668 (year 2028), Design Load: H 20, Features Intersected: LARIMER COUNTY CANAL, Facility Carried by Structure: US 287 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.666, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-GK, Location: FORT COLLINS (Lat: 40.594722, Lng: -105.076667), Route carried "on" structure: US 287C, Year Built: 1995, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 24,000 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 30,480 (year 2028), Design Load: HS 20, Features Intersected: CACHE LA POUDRE RIVER, Facility Carried by Structure: US 287 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 558.564, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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 48 months, Inspection Date: August 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: B-16-H, Location: FORT COLLINS (Lat: 40.562111, Lng: -105.076833), Route carried "on" structure: US 287C, Year Built: 1948, Year Reconstructed: 1959, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 38,800 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 48,888 (year 2028), Design Load: H 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: US 287 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 554.894, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Good, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 11, Underwater Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-16-W, Location: FORT COLLINS (Lat: 40.613278, Lng: -105.076306), Route carried "on" structure: US 287C, Year Built: 1949, Year Reconstructed: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 26,300 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 36,820 (year 2028), Design Load: H 20, Features Intersected: LARIMER-WELD CANAL, Facility Carried by Structure: US 287 ML Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 560.651, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: B-17-DN, Location: IN FORT COLLINS (Lat: 40.610722, Lng: -105.000194), Route carried "on" structure: Ramp Interstate 25A, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,800 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 54,432 (year 2025), Design Load: HS 20, Features Intersected: BOX ELDER CRK OVERFLOW R, Facility Carried by Structure: RAMP TO I 25 NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.715, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 43.9m (144.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 81.7 metric tons, Inventory Rating: 81.7 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: May 11 Find on map >> Show street view
Structure Number: B-17-DO, Location: 0.1 MI. EAST OF I 25 (Lat: 40.610083, Lng: -104.999806), Route carried "on" structure: Interstate 25A, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 37,800 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 54,432 (year 2025), Design Load: HS 20, Features Intersected: BOX ELDER CRK OVRFLOW AR, Facility Carried by Structure: I25 SR/BREWERY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 81.7 metric tons, Inventory Rating: 81.7 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: May 11 Find on map >> Show street view
Structure Number: FCBDWK-0.2-LNDS, Location: 50 Ft N of Troutman Park (Lat: 40.529667, Lng: -105.070972), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,633 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 20,203 (year 2027), Design Load: HS 20, Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Boardwalk Drive 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 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: March 11 Find on map >> Show street view
Structure Number: FCBRYN-0.0-WSTV, Location: 75 Ft N of Westview Ave (Lat: 40.580556, Lng: -105.105500), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 359 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 681 (year 2027), Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Bryan Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: FCBRYN-0.2-MULB, Location: 0.2 Mi N of Mulberry St (Lat: 40.583889, Lng: -105.105472), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,019 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,936 (year 2027), Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Bryan Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: FCCHAS-0.1-ANSA, Location: .25 Mi SW Drake&Ziegler (Lat: 40.547139, Lng: -105.024500), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 101 (year 2009), Average Future Daily Traffic: 193 (year 2029), Design Load: HS 20, Features Intersected: Fossil Ck Resv Inlet, Facility Carried by Structure: Chase 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 4.1m (13.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.4m (60.4ft) 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, Deck Geometry: 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: July 11 Find on map >> Show street view
Structure Number: FCCORB-0.1-SDCK, Location: 100 Ft. N of Saddle Dr. (Lat: 40.511667, Lng: -105.024167), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,257 (year 2009), Average Future Daily Traffic: 2,388 (year 2029), Design Load: HS 20, Features Intersected: McClelland's Channel, Facility Carried by Structure: Corbett Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 11 Find on map >> Show street view
Structure Number: FCCRST-0.1-BRYN, Location: 0.1 Mi E of Bryan Avenue (Lat: 40.579417, Lng: -105.103611), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1970, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,008 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,915 (year 2027), Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Crestmore Court 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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: FCCTRE-0.1-BAY, Location: .1Mi S of Bay Dr. (Lat: 40.564139, Lng: -105.083528), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 200 (year 2010), Features Intersected: Spring Creek, Facility Carried by Structure: Centre Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.1m (49.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 22.0m (72.2ft) 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: 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: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: FCCTRE-0.1-WTGN, Location: 0.1 M E of Worthington St (Lat: 40.556750, Lng: -105.088889), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 6,749 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 12,823 (year 2027), Design Load: HS 20, Features Intersected: New Mercer Canal, Facility Carried by Structure: Centre Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 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: March 11 Find on map >> Show street view
Structure Number: FCDRK-0.0-CONST, Location: 0.0 Mi E of Hanover Dr (Lat: 40.552889, Lng: -105.107608), Route carried "on" structure: City street 5012, Year Built: 1997, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 20,282 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 38,536 (year 2027), Design Load: HS 20, Features Intersected: Spring Creek, Facility Carried by Structure: Drake Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: FCDRK-0.1-MDWLK, Location: 0.1 Mi E of Meadowlark Av (Lat: 40.552750, Lng: -105.084472), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25,471 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 48,394 (year 2027), Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Drake Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 11, Bridge Improvement Cost: $926,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,388,000 ( Estimate for 2011), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: FCELIZ-0.1-BRYN, Location: 0.1 Mi E of Bryan Avenue (Lat: 40.574722, Lng: -105.104472), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,420 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 31,197 (year 2027), Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Elizabeth Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: FCEVINE-0.3-LMY, Location: 0.3 Mi. E. of Lemay (Lat: 40.596167, Lng: -105.051000), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 6,686 (year 2009), Average Future Daily Traffic: 12,703 (year 2029), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: East Vine Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.3m (53.5ft) 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, 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: July 11 Find on map >> Show street view
Structure Number: FCFOSCK-0.1-HTH, Location: .1 Mi N Hant. Hill Dr. (Lat: 40.507222, Lng: -105.066944), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 499 (year 2009), Average Future Daily Traffic: 948 (year 2029), Design Load: HS 20, Features Intersected: Fossil Creek, Facility Carried by Structure: Fossil Creek Pkwy. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: FCHRMY-0.7-I25E, Location: .7 MI west of JCT-I25 (Lat: 40.523278, Lng: -105.005525), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 16,682 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 31,696 (year 2029), Design Load: HS 25, Features Intersected: Fossil Crk Res. Inlet, Facility Carried by Structure: EB Harmony Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: July 11, 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 >> Show street view
Structure Number: FCHRMYW-0.7-I25, Location: 0.7 Mi. W of Jct I 25 (Lat: 40.523528, Lng: -105.005722), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,485 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 31,322 (year 2029), Design Load: HS 20+Mod, Features Intersected: Fossil Crk. Res. Inlet, Facility Carried by Structure: WB Harmony Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 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 24 months, Inspection Date: July 11 Find on map >> Show street view
Structure Number: FCHTH-W0.1-CLGE, Location: 0.1 Mi W of College Ave. (Lat: 40.538194, Lng: -105.077778), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 8,239 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 15,653 (year 2027), Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Horsetooth Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: FCHTHR-0.1-STUT, Location: 0.1 Mi N of Stuart St (Lat: 40.564417, Lng: -105.102278), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,749 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 5,223 (year 2027), Features Intersected: Larimer Co. Canal No. 2, Facility Carried by Structure: Heatheridge Rd. 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 11 Find on map >> Show street view
Structure Number: FCHTRD-0.2-STUT, Location: 0.2 Mi N of Stuart Street (Lat: 40.564500, Lng: -105.102306), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 2,938 (year 2007), Average Future Daily Traffic: 5,581 (year 2027), Design Load: HS 20, Features Intersected: Importation Channel, Facility Carried by Structure: Heatheridge 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), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 27.9m (91.5ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: March 11
Discuss this city on our hugely popular Colorado forum Back to: Fort Collins, CO, Colorado, All US cities.
|
 |
