Bridge Statistics for Ouray, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 62ft / 19.2mTotal length
- $426,000Total costs
- 5,888Total average daily traffic
- 264Total average daily truck traffic
- 7,687Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ouray
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 40.0%Good
- 60.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 70.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 90.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 40.0%Very good
- 40.0%Good
- 20.0%Satisfactory
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Structure Number: 20406000001035, Location: .1MI S OF OURAY (Lat: 38.017847, Lng: -107.665475), Route carried "on" structure: County highway 855.1, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 224 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 336 (year 2042), Design Load: HS 20, Features Intersected: PORTLAND CREEK, Facility Carried by Structure: WINDING FDR 855
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 20406000001035, Location: .1MI S OF OURAY (Lat: 38.017847, Lng: -107.665475), Route carried "on" structure: County highway 855.1, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 224 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 336 (year 2042), Design Load: HS 20, Features Intersected: PORTLAND CREEK, Facility Carried by Structure: WINDING FDR 855
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: L-06-B, Location: 1.5 Mi S of OURAY (Lat: 38.000039, Lng: -107.660067), Route carried "on" structure: US 550B, Year Built: 2010, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,184 (year 2040), Features Intersected: BEAR CREEK, Facility Carried by Structure: US 550 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.045, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.1m (128.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $10,000, Total Project Cost: $148,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: L-06-B, Location: 1.5 Mi S of OURAY (Lat: 38.000039, Lng: -107.660067), Route carried "on" structure: US 550B, Year Built: 2010, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,184 (year 2040), Features Intersected: BEAR CREEK, Facility Carried by Structure: US 550 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.045, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.1m (128.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $10,000, Total Project Cost: $148,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: OUR17-0.6-06, Location: 3.5 MI N OF OURAY (Lat: 38.052500, Lng: -107.686806), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,181 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,712 (year 2037), Design Load: HS 20, Features Intersected: UNCOMPAHGRE RIVER, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: OUR17-0.6-06, Location: 3.5 MI N OF OURAY (Lat: 38.052500, Lng: -107.686806), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,181 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,712 (year 2037), Design Load: HS 20, Features Intersected: UNCOMPAHGRE RIVER, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: OUR26-0.1-12A, Location: 1.9 MI SW OF OURAY (Lat: 38.001722, Lng: -107.694139), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 194 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 282 (year 2037), Features Intersected: CANYON CREEK, Facility Carried by Structure: COUNTY RD 26 (361)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Structure Number: OUR26-0.1-12A, Location: 1.9 MI SW OF OURAY (Lat: 38.001722, Lng: -107.694139), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 194 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 282 (year 2037), Features Intersected: CANYON CREEK, Facility Carried by Structure: COUNTY RD 26 (361)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: OUR26-0.2-15, Location: 0.5 MI. S. OF OURAY (Lat: 38.015722, Lng: -107.673417), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 389 (year 2017), Average Future Daily Traffic: 564 (year 2037), Design Load: HS 20, Features Intersected: RED MOUNTAIN CREEK, Facility Carried by Structure: COUNTY RD 26 (361)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.509, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: OUR26-0.2-15, Location: 0.5 MI. S. OF OURAY (Lat: 38.015722, Lng: -107.673417), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 389 (year 2017), Average Future Daily Traffic: 564 (year 2037), Design Load: HS 20, Features Intersected: RED MOUNTAIN CREEK, Facility Carried by Structure: COUNTY RD 26 (361)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.509, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: OUR361-2.7-2, Location: 2.7 MI SW OF OURAY (Lat: 37.992278, Lng: -107.701833), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 152 (year 2017), Average Future Daily Traffic: 221 (year 2037), Features Intersected: WEEHAWKEN CREEK, Facility Carried by Structure: COUNTY ROAD 361
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: OUR361-2.7-2, Location: 2.7 MI SW OF OURAY (Lat: 37.992278, Lng: -107.701833), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 152 (year 2017), Average Future Daily Traffic: 221 (year 2037), Features Intersected: WEEHAWKEN CREEK, Facility Carried by Structure: COUNTY ROAD 361
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: OURAY-7TH AVE-A, Location: IN CITY OF OURAY (Lat: 38.023722, Lng: -107.674389), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,325 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,921 (year 2037), Design Load: HS 20, Features Intersected: UNCOMPAHGRE RIVER, Facility Carried by Structure: 7TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: OURAY-7TH AVE-A, Location: IN CITY OF OURAY (Lat: 38.023722, Lng: -107.674389), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,325 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,921 (year 2037), Design Load: HS 20, Features Intersected: UNCOMPAHGRE RIVER, Facility Carried by Structure: 7TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: OURAY-BOX CAN-A, Location: EXIT ROAD FROM BOX CANYON (Lat: 38.019333, Lng: -107.676194), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 74 (year 2018), Average Future Daily Traffic: 107 (year 2038), Features Intersected: RED MOUNTAIN CREEK, Facility Carried by Structure: BOX CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 65.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: OURAY-BOX CAN-A, Location: EXIT ROAD FROM BOX CANYON (Lat: 38.019333, Lng: -107.676194), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 74 (year 2018), Average Future Daily Traffic: 107 (year 2038), Features Intersected: RED MOUNTAIN CREEK, Facility Carried by Structure: BOX CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 65.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: OURAY-OAK-A ST, Location: IN CITY OF OURAY (Lat: 38.019639, Lng: -107.675472), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 209 (year 2018), Average Future Daily Traffic: 302 (year 2038), Features Intersected: UNCOMPAHGRE RIVER, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $278,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: OURAY-OAK-A ST, Location: IN CITY OF OURAY (Lat: 38.019639, Lng: -107.675472), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 209 (year 2018), Average Future Daily Traffic: 302 (year 2038), Features Intersected: UNCOMPAHGRE RIVER, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $278,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: OURAY-PWDR HS, Location: RD TO BOX CANYON PARK (Lat: 38.016333, Lng: -107.674111), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 58 (year 2038), Features Intersected: RED MOUNTAIN CREEK, Facility Carried by Structure: BOX CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 1, Owner: City or Municipal Highway Agency, 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: 8.7m (28.5ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 60.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: OURAY-PWDR HS, Location: RD TO BOX CANYON PARK (Lat: 38.016333, Lng: -107.674111), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 58 (year 2038), Features Intersected: RED MOUNTAIN CREEK, Facility Carried by Structure: BOX CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 1, Owner: City or Municipal Highway Agency, 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: 8.7m (28.5ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 60.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete