Bridge Statistics for Aspen, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 171ft / 52.3mTotal length
- $9,844,000Total costs
- 93,996Total average daily traffic
- 3,046Total average daily truck traffic
- 108,142Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Aspen
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 11970-1979
- 41980-1989
- 51990-1999
- 12000-2009
- Bridge Condition - Deck
- 53.8%Good
- 46.2%Satisfactory
- Bridge Condition - Superstructure
- 7.7%Very good
- 46.2%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Substructure
- 23.1%Very good
- 30.8%Good
- 46.2%Satisfactory
- Bridge Condition - Channel
- 7.7%Excellent
- 53.8%Very good
- 15.4%Good
- 7.7%Satisfactory
- 15.4%Fair
Find on map >> Show street view
Structure Number: ASP-MILL ST A, Location: 4 BLK E OF HWY 82 (Lat: 39.194125, Lng: -106.817458), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,254 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,131 (year 2038), Design Load: HS 20, Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ASP-MILL ST A, Location: 4 BLK E OF HWY 82 (Lat: 39.194125, Lng: -106.817458), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,254 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,131 (year 2038), Design Load: HS 20, Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: ASP-NEALE AVE, Location: 2 BLK E OF HWY 82 (Lat: 39.189206, Lng: -106.813936), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,161 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,155 (year 2038), Design Load: HS 20, Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: NEALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: ASP-NEALE AVE, Location: 2 BLK E OF HWY 82 (Lat: 39.189206, Lng: -106.813936), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,161 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,155 (year 2038), Design Load: HS 20, Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: NEALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: ASP-SMUGGLER ST, Location: JUST WEST OF MEADOWS RD (Lat: 39.195817, Lng: -106.833172), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,774 (year 2038), Features Intersected: CASTLE CREEK, Facility Carried by Structure: POWER PLANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ASP-SMUGGLER ST, Location: JUST WEST OF MEADOWS RD (Lat: 39.195817, Lng: -106.833172), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,585 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,774 (year 2038), Features Intersected: CASTLE CREEK, Facility Carried by Structure: POWER PLANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: H-09-A, Location: AT EASTERN EDGE OF ASPEN (Lat: 39.186522, Lng: -106.811581), Route carried "on" structure: State highway 82A, Year Built: 1968, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,992 (year 2040), Design Load: HS 20, Features Intersected: ROARING FK RIVER, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H-09-A, Location: AT EASTERN EDGE OF ASPEN (Lat: 39.186522, Lng: -106.811581), Route carried "on" structure: State highway 82A, Year Built: 1968, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,992 (year 2040), Design Load: HS 20, Features Intersected: ROARING FK RIVER, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: H-09-B, Location: ASPEN (Lat: 39.195417, Lng: -106.834189), Route carried "on" structure: State highway 82A, Year Built: 1961, Status: Open, Structure Length: 12.91m (42.36ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,750 (year 2040), Design Load: HS 20, Features Intersected: CO RD, CASTLE CREEK, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.692, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.93m (42.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,598,000, Roadway Improvement Cost: $560,000, Total Project Cost: $8,397,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H-09-B, Location: ASPEN (Lat: 39.195417, Lng: -106.834189), Route carried "on" structure: State highway 82A, Year Built: 1961, Status: Open, Structure Length: 12.91m (42.36ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,750 (year 2040), Design Load: HS 20, Features Intersected: CO RD, CASTLE CREEK, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.692, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.93m (42.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,598,000, Roadway Improvement Cost: $560,000, Total Project Cost: $8,397,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: H-09-Q, Location: NEAR ASPEN (Lat: 39.204711, Lng: -106.856869), Route carried "on" structure: State highway 82A, Year Built: 1994, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 23,540 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.367, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H-09-Q, Location: NEAR ASPEN (Lat: 39.204711, Lng: -106.856869), Route carried "on" structure: State highway 82A, Year Built: 1994, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 23,540 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.367, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: H-09-U, Location: NE edge of ASPEN (Lat: 39.201592, Lng: -106.850389), Route carried "on" structure: State highway 82A, Year Built: 2005, Status: Open, Structure Length: 18.90m (62.01ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 23,540 (year 2040), Design Load: HL 93, Features Intersected: MAROON CREEK, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.025, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.38m (66.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: H-09-U, Location: NE edge of ASPEN (Lat: 39.201592, Lng: -106.850389), Route carried "on" structure: State highway 82A, Year Built: 2005, Status: Open, Structure Length: 18.90m (62.01ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 23,540 (year 2040), Design Load: HL 93, Features Intersected: MAROON CREEK, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.025, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.38m (66.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: PIT-013-01.8A, Location: 3.0 MI SW ASPEN/MP1.8 (Lat: 39.178417, Lng: -106.861444), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,071 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,564 (year 2038), Design Load: HS 20, Features Intersected: MAROON CREEK, Facility Carried by Structure: CR 13/MAROON CK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: PIT-013-01.8A, Location: 3.0 MI SW ASPEN/MP1.8 (Lat: 39.178417, Lng: -106.861444), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,071 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,564 (year 2038), Design Load: HS 20, Features Intersected: MAROON CREEK, Facility Carried by Structure: CR 13/MAROON CK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Find on map >> Show street view
Structure Number: PIT-015-03.5A, Location: 3.5 MI SOUTH OF CO 82 (Lat: 39.150194, Lng: -106.848528), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 928 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,355 (year 2038), Design Load: HS 20, Features Intersected: CASTLE CREEK, Facility Carried by Structure: CASTLE CK RD/CR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 66.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: PIT-015-03.5A, Location: 3.5 MI SOUTH OF CO 82 (Lat: 39.150194, Lng: -106.848528), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 928 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,355 (year 2038), Design Load: HS 20, Features Intersected: CASTLE CREEK, Facility Carried by Structure: CASTLE CK RD/CR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 66.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: PIT-019-01.1A, Location: 1.1 MI N OF HWY 82 (Lat: 39.210806, Lng: -106.839722), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 2,720 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,972 (year 2038), Design Load: HS 20, Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $52,000, Total Project Cost: $572,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: PIT-019-01.1A, Location: 1.1 MI N OF HWY 82 (Lat: 39.210806, Lng: -106.839722), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 2,720 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,972 (year 2038), Design Load: HS 20, Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $52,000, Total Project Cost: $572,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: PIT-020-00.2A, Location: jUST S PITKIN SIGN (Lat: 39.197056, Lng: -106.818361), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,149 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,598 (year 2038), Features Intersected: HUNTER CREEK, Facility Carried by Structure: CR 20/RED MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: PIT-020-00.2A, Location: jUST S PITKIN SIGN (Lat: 39.197056, Lng: -106.818361), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,149 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,598 (year 2038), Features Intersected: HUNTER CREEK, Facility Carried by Structure: CR 20/RED MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: PIT-15A-00.2A, Location: JUST E OF CR 15 (Lat: 39.158361, Lng: -106.848361), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 226 (year 2018), Average Future Daily Traffic: 330 (year 2038), Design Load: HS 20, Features Intersected: CASTLE CREEK, Facility Carried by Structure: CR 15A/MIDNIGHT M
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 0.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: PIT-15A-00.2A, Location: JUST E OF CR 15 (Lat: 39.158361, Lng: -106.848361), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 226 (year 2018), Average Future Daily Traffic: 330 (year 2038), Design Load: HS 20, Features Intersected: CASTLE CREEK, Facility Carried by Structure: CR 15A/MIDNIGHT M
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 0.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, 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: PIT-15B-00.2A, Location: 0.2 MI SW OF COUNTY RD 15 (Lat: 39.127778, Lng: -106.846556), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 208 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 304 (year 2038), Design Load: HS 20, Features Intersected: CASTLE CREEK, Facility Carried by Structure: COUNTY ROAD 15B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: PIT-15B-00.2A, Location: 0.2 MI SW OF COUNTY RD 15 (Lat: 39.127778, Lng: -106.846556), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 208 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 304 (year 2038), Design Load: HS 20, Features Intersected: CASTLE CREEK, Facility Carried by Structure: COUNTY ROAD 15B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: PIT-15B-00.5A, Location: 0.5 MI SW OF COUNTY RD 15 (Lat: 39.124806, Lng: -106.848750), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 94 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 137 (year 2038), Design Load: HS 20, Features Intersected: CONUNDRUM CREEK, Facility Carried by Structure: COUNTY ROAD 15B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: PIT-15B-00.5A, Location: 0.5 MI SW OF COUNTY RD 15 (Lat: 39.124806, Lng: -106.848750), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 94 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 137 (year 2038), Design Load: HS 20, Features Intersected: CONUNDRUM CREEK, Facility Carried by Structure: COUNTY ROAD 15B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber