Bridge Statistics for Salida, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 95ft / 29.4mTotal length
- $266,000Total costs
- 23,275Total average daily traffic
- 1,226Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Salida
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21940-1949
- 21950-1959
- 21970-1979
- 31980-1989
- 31990-1999
- Bridge Condition - Deck
- 20.0%Good
- 70.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 58.3%Good
- 16.7%Satisfactory
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Structure Number: CHA102-00.03, Location: 2.2 MI SE OF SALIDA (Lat: 38.510972, Lng: -105.971597), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 218 (year 2038), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CHA102-00.03, Location: 2.2 MI SE OF SALIDA (Lat: 38.510972, Lng: -105.971597), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 218 (year 2038), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CHA105-00.2, Location: 1.9 MI SE OF SALIDA (Lat: 38.514286, Lng: -105.975886), Route carried "on" structure: County highway , Year Built: 1945, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 143 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 192 (year 2038), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: COUNTY ROAD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.6m (21.7ft)
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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $86,000, Total Project Cost: $9,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CHA105-00.2, Location: 1.9 MI SE OF SALIDA (Lat: 38.514286, Lng: -105.975886), Route carried "on" structure: County highway , Year Built: 1945, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 143 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 192 (year 2038), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: COUNTY ROAD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.6m (21.7ft)
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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $86,000, Total Project Cost: $9,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: CHA105-00.5, Location: 1.5 MI SE OF SALIDA (Lat: 38.520992, Lng: -105.977886), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 216 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 289 (year 2038), Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.133, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $11,000, Total Project Cost: $119,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CHA105-00.5, Location: 1.5 MI SE OF SALIDA (Lat: 38.520992, Lng: -105.977886), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 216 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 289 (year 2038), Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.133, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $11,000, Total Project Cost: $119,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: CHA107-00.51, Location: 1.1 MI S OF SALIDA (Lat: 38.522639, Lng: -105.997089), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,423 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,907 (year 2038), Design Load: HS 20, Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.890, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CHA107-00.51, Location: 1.1 MI S OF SALIDA (Lat: 38.522639, Lng: -105.997089), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,423 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,907 (year 2038), Design Load: HS 20, Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.890, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: CHA109-00.55, Location: 1.3 MI SW OF SALIDA (Lat: 38.520914, Lng: -106.008600), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 53 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 72 (year 2038), Design Load: HS 20, Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 109
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CHA109-00.55, Location: 1.3 MI SW OF SALIDA (Lat: 38.520914, Lng: -106.008600), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 53 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 72 (year 2038), Design Load: HS 20, Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 109
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CHA110-00.55A, Location: 1.3 MI SW OF SALIDA (Lat: 38.522058, Lng: -106.011608), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 567 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 760 (year 2038), Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CHA110-00.55A, Location: 1.3 MI SW OF SALIDA (Lat: 38.522058, Lng: -106.011608), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 567 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 760 (year 2038), Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CHA111-00.15A, Location: 1.9 MI SW OF SALIDA (Lat: 38.521594, Lng: -106.021575), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 644 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 863 (year 2038), Design Load: HS 20, Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 111
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CHA111-00.15A, Location: 1.9 MI SW OF SALIDA (Lat: 38.521594, Lng: -106.021575), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 644 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 863 (year 2038), Design Load: HS 20, Features Intersected: SOUTH ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 111
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CHA175-00.35A, Location: 300 Feet NE of SH 291 (Lat: 38.544328, Lng: -106.006275), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,430 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,917 (year 2038), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CHA175-00.35A, Location: 300 Feet NE of SH 291 (Lat: 38.544328, Lng: -106.006275), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,430 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,917 (year 2038), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: COUNTY ROAD 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: J-12-AK, Location: 1.3 MI NW OF SALIDA (Lat: 38.546269, Lng: -106.009147), Route carried "on" structure: State highway 291A, Year Built: 1959, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,386 (year 2040), Design Load: HS 20, Features Intersected: CR 150, ARKANSAS RIVER, Facility Carried by Structure: SH 291 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.727, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: J-12-AK, Location: 1.3 MI NW OF SALIDA (Lat: 38.546269, Lng: -106.009147), Route carried "on" structure: State highway 291A, Year Built: 1959, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,386 (year 2040), Design Load: HS 20, Features Intersected: CR 150, ARKANSAS RIVER, Facility Carried by Structure: SH 291 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.727, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: J-13-J, Location: 0.1 MI EAST OF JCT SH291 (Lat: 38.522328, Lng: -105.983481), Route carried "on" structure: US 50A, Year Built: 1978, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,992 (year 2040), Design Load: HS 20, Features Intersected: S ARKANSAS RIVER, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.094, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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
Structure Number: J-13-J, Location: 0.1 MI EAST OF JCT SH291 (Lat: 38.522328, Lng: -105.983481), Route carried "on" structure: US 50A, Year Built: 1978, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,992 (year 2040), Design Load: HS 20, Features Intersected: S ARKANSAS RIVER, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.094, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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
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Structure Number: J-13-K, Location: 2 MI E OF JCT SH 291 (Lat: 38.504983, Lng: -105.953092), Route carried "on" structure: US 50A, Year Built: 1977, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,992 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 309.659, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000
Structure Number: J-13-K, Location: 2 MI E OF JCT SH 291 (Lat: 38.504983, Lng: -105.953092), Route carried "on" structure: US 50A, Year Built: 1977, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,992 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 309.659, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000
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Structure Number: SALOOF-00.95, Location: IN CITY OF SALIDA (Lat: 38.537750, Lng: -105.990333), Route carried "on" structure: City street , Year Built: 1906, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,136 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,862 (year 2038), Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: CITY F STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.928, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SALOOF-00.95, Location: IN CITY OF SALIDA (Lat: 38.537750, Lng: -105.990333), Route carried "on" structure: City street , Year Built: 1906, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,136 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,862 (year 2038), Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: CITY F STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.928, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: J-12-AK, Location: 1.3 MI NW OF SALIDA (Lat: 38.546269, Lng: -106.009147), Route carried "under" structure: County highway , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Features Intersected: CR 150, ARKANSAS RIVER, Facility Carried by Structure: SH 291 ML
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: J-12-AK, Location: 1.3 MI NW OF SALIDA (Lat: 38.546269, Lng: -106.009147), Route carried "under" structure: County highway , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Features Intersected: CR 150, ARKANSAS RIVER, Facility Carried by Structure: SH 291 ML
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 31.4m (103.0ft)