Bridge Statistics for Red Cliff, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 148ft / 44.8mTotal length
- $5,630,000Total costs
- 4,874Total average daily traffic
- 175Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Red Cliff
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 51990-1999
- 22010-2019
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 33.3%Satisfactory
- 22.2%Poor
- Bridge Condition - Superstructure
- 22.2%Very good
- 11.1%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 87.5%Very good
- 12.5%Satisfactory
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Structure Number: 21507000014841, Location: 0.5 MI W OF STH 24 (Lat: 39.473331, Lng: -106.368236), Route carried "on" structure: Federal lands road 703.1, Year Built: 2011, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 117 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 175 (year 2042), Design Load: HL 93, Features Intersected: HOMESTAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.864, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.0 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: 36.9 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 21507000014841, Location: 0.5 MI W OF STH 24 (Lat: 39.473331, Lng: -106.368236), Route carried "on" structure: Federal lands road 703.1, Year Built: 2011, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 117 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 175 (year 2042), Design Load: HL 93, Features Intersected: HOMESTAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.864, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.0 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: 36.9 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: EAG-293-00.1A, Location: .3 M N EAGLE ST IN REDCLF (Lat: 39.514444, Lng: -106.366389), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 86 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: COUNTY ROAD 293
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EAG-293-00.1A, Location: .3 M N EAGLE ST IN REDCLF (Lat: 39.514444, Lng: -106.366389), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 86 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: COUNTY ROAD 293
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-11-T, Location: REDCLIFF ARCH (Lat: 39.508567, Lng: -106.376553), Route carried "on" structure: US 24A, Year Built: 1940, Year Reconstructed: 2006, Status: Open, Structure Length: 14.35m (47.08ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,140 (year 2040), Design Load: H 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 16.045, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 96.9m (317.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: September 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $2,462,000, Roadway Improvement Cost: $246,000, Total Project Cost: $3,693,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
Structure Number: F-11-T, Location: REDCLIFF ARCH (Lat: 39.508567, Lng: -106.376553), Route carried "on" structure: US 24A, Year Built: 1940, Year Reconstructed: 2006, Status: Open, Structure Length: 14.35m (47.08ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,140 (year 2040), Design Load: H 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 16.045, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 96.9m (317.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: September 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $2,462,000, Roadway Improvement Cost: $246,000, Total Project Cost: $3,693,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
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Structure Number: G-11-T, Location: 5 MI S OF REDCLIFF (Lat: 39.457517, Lng: -106.333867), Route carried "on" structure: US 24A, Year Built: 1941, Status: Open, Structure Length: 7.51m (24.64ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,696 (year 2040), Design Load: H 15, Features Intersected: UP RR, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $775,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,162,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G-11-T, Location: 5 MI S OF REDCLIFF (Lat: 39.457517, Lng: -106.333867), Route carried "on" structure: US 24A, Year Built: 1941, Status: Open, Structure Length: 7.51m (24.64ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,696 (year 2040), Design Load: H 15, Features Intersected: UP RR, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $775,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,162,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: REDCLF-EAGLE ST, Location: N. END OF REDCLIFF (Lat: 39.513611, Lng: -106.368333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 459 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 569 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: REDCLF-EAGLE ST, Location: N. END OF REDCLIFF (Lat: 39.513611, Lng: -106.368333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 459 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 569 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: REDCLF-EGLE STA, Location: 0.3 MI SO TURKEY CREEK RD (Lat: 39.509444, Lng: -106.366944), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 118 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 146 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.195, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 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-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: REDCLF-EGLE STA, Location: 0.3 MI SO TURKEY CREEK RD (Lat: 39.509444, Lng: -106.366944), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 118 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 146 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.195, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 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-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: REDCLF-HIGH STA, Location: REDCLIFF WATER STORAGE TX (Lat: 39.519428, Lng: -106.351444), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1 (year 2020), Average Future Daily Traffic: 1 (year 2040), Design Load: HL 93, Features Intersected: TURKEY CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.463, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: REDCLF-HIGH STA, Location: REDCLIFF WATER STORAGE TX (Lat: 39.519428, Lng: -106.351444), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1 (year 2020), Average Future Daily Traffic: 1 (year 2040), Design Load: HL 93, Features Intersected: TURKEY CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.463, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: REDCLF-PINE STA, Location: JUST S OF MONUMENT ST (Lat: 39.511667, Lng: -106.369167), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER/RR, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.438, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: REDCLF-PINE STA, Location: JUST S OF MONUMENT ST (Lat: 39.511667, Lng: -106.369167), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER/RR, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.438, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: REDCLF-WATER ST, Location: 0.1 MI W OF HIGHWAY 24 (Lat: 39.507500, Lng: -106.377222), Route carried "on" structure: City street , Year Built: 1934, Status: Posted for load, Structure Length: 11.60m (38.06ft), Average Daily Traffic: 231 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 286 (year 2041), Features Intersected: EAGLE RIVER/RR, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 31.5m (103.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 11.71m (38.42ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $70,000, Total Project Cost: $775,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: REDCLF-WATER ST, Location: 0.1 MI W OF HIGHWAY 24 (Lat: 39.507500, Lng: -106.377222), Route carried "on" structure: City street , Year Built: 1934, Status: Posted for load, Structure Length: 11.60m (38.06ft), Average Daily Traffic: 231 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 286 (year 2041), Features Intersected: EAGLE RIVER/RR, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 31.5m (103.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 11.71m (38.42ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $70,000, Total Project Cost: $775,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: REDCLF-PINE STA, Location: JUST S OF MONUMENT ST (Lat: 39.511667, Lng: -106.369167), Route carried "under" structure: Other road , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 124 (year 2004), Truck Traffic: 5%, Features Intersected: EAGLE RIVER/RR, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Material/Design: Wood or Timber, Design/Construction: Arch - Deck, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: REDCLF-PINE STA, Location: JUST S OF MONUMENT ST (Lat: 39.511667, Lng: -106.369167), Route carried "under" structure: Other road , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 124 (year 2004), Truck Traffic: 5%, Features Intersected: EAGLE RIVER/RR, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Material/Design: Wood or Timber, Design/Construction: Arch - Deck, Length of Maximum Span: 21.7m (71.2ft)