Bridge Statistics for Cathedral, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 43ft / 13.1mTotal length
- $11,000Total costs
- 713Total average daily traffic
- 1,104Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cathedral
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 31960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 54.5%Good
- 45.5%Satisfactory
- Bridge Condition - Superstructure
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
Find on map >> Show street view
Structure Number: L2006669, Location: 14 mi E of Lake City, CO (Lat: 38.065439, Lng: -107.065231), Route carried "on" structure: Federal lands road , Year Built: 2011, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 75 (year 2042), Design Load: HL 93, Features Intersected: Cebolla Creek, Facility Carried by Structure: 3310T: POWDERHORN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: Bureau of Land Management, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.6 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: 36.6 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 replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Total Project Cost: $11,000, Deck Structure Type: Wood or Timber
Structure Number: L2006669, Location: 14 mi E of Lake City, CO (Lat: 38.065439, Lng: -107.065231), Route carried "on" structure: Federal lands road , Year Built: 2011, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 75 (year 2042), Design Load: HL 93, Features Intersected: Cebolla Creek, Facility Carried by Structure: 3310T: POWDERHORN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: Bureau of Land Management, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.6 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: 36.6 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 replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Total Project Cost: $11,000, Deck Structure Type: Wood or Timber
Find on map >> Show street view
Structure Number: 20407000001014, Location: 45 MI. S.W. GUNNISON, CO. (Lat: 38.051339, Lng: -107.090014), Route carried "on" structure: Federal lands road 7788., Year Built: 1965, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.560, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20407000001014, Location: 45 MI. S.W. GUNNISON, CO. (Lat: 38.051339, Lng: -107.090014), Route carried "on" structure: Federal lands road 7788., Year Built: 1965, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.560, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20407000001015, Location: 38 MI. S.W. GUNNISON, CO. (Lat: 38.095008, Lng: -107.035603), Route carried "on" structure: Federal lands road 7788., Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.680, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.4 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: 15.9 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: Meets minimum limits, 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 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20407000001015, Location: 38 MI. S.W. GUNNISON, CO. (Lat: 38.095008, Lng: -107.035603), Route carried "on" structure: Federal lands road 7788., Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.680, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.4 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: 15.9 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: Meets minimum limits, 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 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20407000001016, Location: 40 MI. S.W. GUNNISON, CO. (Lat: 38.077517, Lng: -107.040153), Route carried "on" structure: Federal lands road 7788., Year Built: 1967, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 16.8 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: 13.0 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20407000001016, Location: 40 MI. S.W. GUNNISON, CO. (Lat: 38.077517, Lng: -107.040153), Route carried "on" structure: Federal lands road 7788., Year Built: 1967, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 16.8 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: 13.0 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20407000001017, Location: 43 MI. S.W. GUNNISON, CO. (Lat: 38.065458, Lng: -107.064353), Route carried "on" structure: Federal lands road 7788., Year Built: 1957, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: MINERAL CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.480, 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: 7.6m (24.9ft), 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: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.8 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: 14.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: Bituminous
Structure Number: 20407000001017, Location: 43 MI. S.W. GUNNISON, CO. (Lat: 38.065458, Lng: -107.064353), Route carried "on" structure: Federal lands road 7788., Year Built: 1957, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 47 (year 2008), Average Future Daily Traffic: 70 (year 2042), Features Intersected: MINERAL CREEK, Facility Carried by Structure: WINDING ROAD 788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.480, 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: 7.6m (24.9ft), 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: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.8 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: 14.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: Bituminous
Find on map >> Show street view
Structure Number: GUN027-01.6, Location: 27.0 MI SW OF GUNNISON (Lat: 38.167583, Lng: -107.051472), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 78 (year 2018), Average Future Daily Traffic: 119 (year 2038), Design Load: HS 20, Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: CO RD 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.165, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: GUN027-01.6, Location: 27.0 MI SW OF GUNNISON (Lat: 38.167583, Lng: -107.051472), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 78 (year 2018), Average Future Daily Traffic: 119 (year 2038), Design Load: HS 20, Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: CO RD 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.165, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: HIN05-12.3, Location: 13.9 MI NE OF LAKE CITY (Lat: 38.065711, Lng: -107.064356), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 122 (year 2018), Average Future Daily Traffic: 193 (year 2038), Features Intersected: MINERAL CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.232, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: HIN05-12.3, Location: 13.9 MI NE OF LAKE CITY (Lat: 38.065711, Lng: -107.064356), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 122 (year 2018), Average Future Daily Traffic: 193 (year 2038), Features Intersected: MINERAL CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.232, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: HIN05-13.9, Location: 15.4 MI NE OF LAKE CITY (Lat: 38.077639, Lng: -107.040056), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 76 (year 2018), Average Future Daily Traffic: 121 (year 2038), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: HIN05-13.9, Location: 15.4 MI NE OF LAKE CITY (Lat: 38.077639, Lng: -107.040056), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 76 (year 2018), Average Future Daily Traffic: 121 (year 2038), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: HIN05-15.1, Location: 15.9 MI NE OF LAKE CITY (Lat: 38.095169, Lng: -107.035628), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 76 (year 2018), Average Future Daily Traffic: 121 (year 2038), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.118, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: HIN05-15.1, Location: 15.9 MI NE OF LAKE CITY (Lat: 38.095169, Lng: -107.035628), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 76 (year 2018), Average Future Daily Traffic: 121 (year 2038), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.118, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: HIN05-17.00A, Location: 16.5 MI NE OF LAKE CITY (Lat: 38.123897, Lng: -107.037531), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 59 (year 2018), Average Future Daily Traffic: 94 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.604, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: HIN05-17.00A, Location: 16.5 MI NE OF LAKE CITY (Lat: 38.123897, Lng: -107.037531), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 59 (year 2018), Average Future Daily Traffic: 94 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.604, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: HIN05-18.19A, Location: 16.2 MI NE OF LAKE CITY (Lat: 38.134781, Lng: -107.049717), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 64 (year 2018), Average Future Daily Traffic: 101 (year 2038), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: COUNTY ROAD 5/50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.278, 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: 14.8m (48.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: HIN05-18.19A, Location: 16.2 MI NE OF LAKE CITY (Lat: 38.134781, Lng: -107.049717), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 64 (year 2018), Average Future Daily Traffic: 101 (year 2038), Features Intersected: CEBOLLA CREEK, Facility Carried by Structure: COUNTY ROAD 5/50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.278, 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: 14.8m (48.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel