Bridge Statistics for Coaldale, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 69ft / 21.4mTotal length
- $620,000Total costs
- 29,049Total average daily traffic
- 2,596Total average daily truck traffic
- 31,171Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Coaldale
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 71930-1939
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 10.0%Very good
- 10.0%Good
- 40.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Superstructure
- 20.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Good
- 70.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 45.5%Very good
- 45.5%Good
- 9.1%Satisfactory
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Structure Number: FRCO 305-COALDL, Location: AT COALDALE (Lat: 38.368203, Lng: -105.751481), Route carried "on" structure: County highway , Year Built: 1910, Year Reconstructed: 1960, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 8 (year 2018), Average Future Daily Traffic: 11 (year 2038), Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.3m (109.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: FRCO 305-COALDL, Location: AT COALDALE (Lat: 38.368203, Lng: -105.751481), Route carried "on" structure: County highway , Year Built: 1910, Year Reconstructed: 1960, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 8 (year 2018), Average Future Daily Traffic: 11 (year 2038), Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.3m (109.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRCO 312-HV RD., Location: 0.2 MI E OF CR 40 (Lat: 38.357506, Lng: -105.733953), Route carried "on" structure: County highway , Year Built: 1917, Status: Posted for load-capacity, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 38 (year 2018), Average Future Daily Traffic: 54 (year 2038), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: C.R. HIDDEN VLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.325, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 19.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $445,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: FRCO 312-HV RD., Location: 0.2 MI E OF CR 40 (Lat: 38.357506, Lng: -105.733953), Route carried "on" structure: County highway , Year Built: 1917, Status: Posted for load-capacity, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 38 (year 2018), Average Future Daily Traffic: 54 (year 2038), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: C.R. HIDDEN VLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.325, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 19.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $445,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: FRCO314B-VALLIE, Location: AT VALLIE (Lat: 38.391183, Lng: -105.774022), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 203 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 290 (year 2038), Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.440, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: FRCO314B-VALLIE, Location: AT VALLIE (Lat: 38.391183, Lng: -105.774022), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 203 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 290 (year 2038), Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.440, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: K-13-H, Location: 17 MI SE OF SALIDA (Lat: 38.383561, Lng: -105.768381), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 333.981, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: K-13-H, Location: 17 MI SE OF SALIDA (Lat: 38.383561, Lng: -105.768381), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 333.981, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: K-13-M, Location: 15.3 MI SE OF SALIDA (Lat: 38.409394, Lng: -105.787175), Route carried "on" structure: US 50A, Year Built: 1934, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: K-13-M, Location: 15.3 MI SE OF SALIDA (Lat: 38.409394, Lng: -105.787175), Route carried "on" structure: US 50A, Year Built: 1934, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-13-O, Location: 16.3 MI SE OF SALIDA (Lat: 38.397558, Lng: -105.778097), Route carried "on" structure: US 50A, Year Built: 1934, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.175, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.17m (7.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $115,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: K-13-O, Location: 16.3 MI SE OF SALIDA (Lat: 38.397558, Lng: -105.778097), Route carried "on" structure: US 50A, Year Built: 1934, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.175, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.17m (7.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $115,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-13-P, Location: 16.6 MI SE OF SALIDA (Lat: 38.393439, Lng: -105.777131), Route carried "on" structure: US 50A, Year Built: 1934, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: K-13-P, Location: 16.6 MI SE OF SALIDA (Lat: 38.393439, Lng: -105.777131), Route carried "on" structure: US 50A, Year Built: 1934, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-13-U, Location: 18 MI SE OF SALIDA (Lat: 38.369731, Lng: -105.755614), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: HAYDEN CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 335.733, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: K-13-U, Location: 18 MI SE OF SALIDA (Lat: 38.369731, Lng: -105.755614), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: HAYDEN CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 335.733, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-13-V, Location: 7.7 MI E OF JCT HOWARD RO (Lat: 38.367842, Lng: -105.752608), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: E. FORK HAYDEN CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 335.897, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: K-13-V, Location: 7.7 MI E OF JCT HOWARD RO (Lat: 38.367842, Lng: -105.752608), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: E. FORK HAYDEN CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 335.897, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-14-H, Location: 19.6 MI EAST OF SALIDA (Lat: 38.360550, Lng: -105.741247), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: FOX CANYON CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 337.512, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: K-14-H, Location: 19.6 MI EAST OF SALIDA (Lat: 38.360550, Lng: -105.741247), Route carried "on" structure: US 50A, Year Built: 1936, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: H 15, Features Intersected: FOX CANYON CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 337.512, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-14-Z, Location: 20.2 MI SE OF SALIDA (Lat: 38.359425, Lng: -105.731719), Route carried "on" structure: US 50A, Year Built: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: K-14-Z, Location: 20.2 MI SE OF SALIDA (Lat: 38.359425, Lng: -105.731719), Route carried "on" structure: US 50A, Year Built: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,852 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing