Bridge Statistics for La Junta, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 289ft / 88.0mTotal length
- $980,000Total costs
- 48,591Total average daily traffic
- 3,051Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for La Junta
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31930-1939
- 11940-1949
- 11950-1959
- 41960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 11940-1949
- 01950-1959
- 11960-1969
- Bridge Condition - Deck
- 14.3%Very good
- 14.3%Good
- 42.9%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 21.4%Good
- 21.4%Satisfactory
- 35.7%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 21.4%Good
- 21.4%Satisfactory
- 57.1%Fair
- Bridge Condition - Channel
- 23.5%Very good
- 52.9%Good
- 23.5%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Fair
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Structure Number: LJ 1-THIRD ST., Location: JUST E OF SH 109 (Lat: 37.985944, Lng: -103.531611), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1949, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 2,220 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,263 (year 2038), Features Intersected: KING ARROYO, Facility Carried by Structure: THIRD ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LJ 1-THIRD ST., Location: JUST E OF SH 109 (Lat: 37.985944, Lng: -103.531611), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1949, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 2,220 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,263 (year 2038), Features Intersected: KING ARROYO, Facility Carried by Structure: THIRD ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LJ 2-SIXTH ST., Location: 2 BLOCKS E OF SH 109 (Lat: 37.982667, Lng: -103.529639), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,204 (year 2038), Features Intersected: KING ARROYO, Facility Carried by Structure: SIXTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LJ 2-SIXTH ST., Location: 2 BLOCKS E OF SH 109 (Lat: 37.982667, Lng: -103.529639), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,204 (year 2038), Features Intersected: KING ARROYO, Facility Carried by Structure: SIXTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LJ 3-FIFTH ST., Location: JUST W OF MAPLE AVE. (Lat: 37.983889, Lng: -103.551000), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 1973, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,905 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,270 (year 2038), Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: FIFTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.592, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LJ 3-FIFTH ST., Location: JUST W OF MAPLE AVE. (Lat: 37.983889, Lng: -103.551000), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 1973, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,905 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,270 (year 2038), Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: FIFTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.592, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LJ 4-THIRD ST., Location: 300 FT W OF MAPLE AVENUE (Lat: 37.985972, Lng: -103.552167), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1934, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 3,968 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,833 (year 2038), Design Load: H 15, Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LJ 4-THIRD ST., Location: 300 FT W OF MAPLE AVENUE (Lat: 37.985972, Lng: -103.552167), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1934, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 3,968 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,833 (year 2038), Design Load: H 15, Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LJ5-A, Location: 1000 FEET NW OF SH 50 (Lat: 37.989056, Lng: -103.552361), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 167 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 246 (year 2038), Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: PRINGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LJ5-A, Location: 1000 FEET NW OF SH 50 (Lat: 37.989056, Lng: -103.552361), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 167 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 246 (year 2038), Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: PRINGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M-22-A, Location: 1.4 MI W OF JCT SH 10 (Lat: 37.998903, Lng: -103.587683), Route carried "on" structure: US 50B, Year Built: 1947, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,250 (year 2040), Design Load: H 20, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: US 50 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.670, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M-22-A, Location: 1.4 MI W OF JCT SH 10 (Lat: 37.998903, Lng: -103.587683), Route carried "on" structure: US 50B, Year Built: 1947, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,250 (year 2040), Design Load: H 20, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: US 50 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.670, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M-22-AY, Location: LA JUNTA (Lat: 37.987864, Lng: -103.531817), Route carried "on" structure: State highway 109A, Year Built: 1967, Status: Open, Structure Length: 44.14m (144.82ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,990 (year 2040), Design Load: HS 20, Features Intersected: RDWY, RR, ARKANSAS RVR, Facility Carried by Structure: SH 109 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.649, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M-22-AY, Location: LA JUNTA (Lat: 37.987864, Lng: -103.531817), Route carried "on" structure: State highway 109A, Year Built: 1967, Status: Open, Structure Length: 44.14m (144.82ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,990 (year 2040), Design Load: HS 20, Features Intersected: RDWY, RR, ARKANSAS RVR, Facility Carried by Structure: SH 109 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.649, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M-22-K, Location: 2.5 MILES EAST OF SWINK (Lat: 37.998767, Lng: -103.587775), Route carried "on" structure: US 50B, Year Built: 1955, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,250 (year 2040), Design Load: H 20, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: US 50 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.670, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M-22-K, Location: 2.5 MILES EAST OF SWINK (Lat: 37.998767, Lng: -103.587775), Route carried "on" structure: US 50B, Year Built: 1955, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,250 (year 2040), Design Load: H 20, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: US 50 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.670, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M-22-M, Location: IN LAJUNTA (Lat: 37.987786, Lng: -103.553378), Route carried "on" structure: US 50B, Year Built: 1961, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,440 (year 2040), Design Load: HS 20, Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.155, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M-22-M, Location: IN LAJUNTA (Lat: 37.987786, Lng: -103.553378), Route carried "on" structure: US 50B, Year Built: 1961, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,440 (year 2040), Design Load: HS 20, Features Intersected: ANDERSON ARROYO, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.155, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M-22-U, Location: 3 MILES S OF LA JUNTA (Lat: 37.954764, Lng: -103.589936), Route carried "on" structure: US 350A, Year Built: 1935, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 743 (year 2040), Design Load: H 15, Features Intersected: OTERO DITCH, Facility Carried by Structure: US 350 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M-22-U, Location: 3 MILES S OF LA JUNTA (Lat: 37.954764, Lng: -103.589936), Route carried "on" structure: US 350A, Year Built: 1935, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 743 (year 2040), Design Load: H 15, Features Intersected: OTERO DITCH, Facility Carried by Structure: US 350 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M-22-X, Location: IN LA JUNTA (Lat: 37.987961, Lng: -103.531717), Route carried "on" structure: US 50B, Year Built: 1961, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,860 (year 2040), Design Load: HS 20, Features Intersected: KING ARROYO, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.055, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M-22-X, Location: IN LA JUNTA (Lat: 37.987961, Lng: -103.531717), Route carried "on" structure: US 50B, Year Built: 1961, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,860 (year 2040), Design Load: HS 20, Features Intersected: KING ARROYO, Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.055, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M-22-ZA, Location: 1 MI W OF LA JUNTA (Lat: 37.982125, Lng: -103.598814), Route carried "on" structure: State highway 10A, Year Built: 2020, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 885 (year 2040), Design Load: HL 93, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: SH 10 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.944, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $980,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M-22-ZA, Location: 1 MI W OF LA JUNTA (Lat: 37.982125, Lng: -103.598814), Route carried "on" structure: State highway 10A, Year Built: 2020, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 885 (year 2040), Design Load: HL 93, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: SH 10 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.944, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $980,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: OT-Z-24-22-130A, Location: .3 MI W OF CR 25 (Lat: 37.967583, Lng: -103.625806), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 154 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 227 (year 2038), Features Intersected: CATLIN CANAL, Facility Carried by Structure: COUNTY ROAD Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: OT-Z-24-22-130A, Location: .3 MI W OF CR 25 (Lat: 37.967583, Lng: -103.625806), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 154 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 227 (year 2038), Features Intersected: CATLIN CANAL, Facility Carried by Structure: COUNTY ROAD Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: OT-Z-25-22-131A, Location: 1.8 MI W OF SH 350 (Lat: 37.968111, Lng: -103.608972), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 206 (year 2038), Design Load: HS 20+Mod, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: COUNTY ROAD Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: OT-Z-25-22-131A, Location: 1.8 MI W OF SH 350 (Lat: 37.968111, Lng: -103.608972), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 206 (year 2038), Design Load: HS 20+Mod, Features Intersected: CROOKED ARROYO, Facility Carried by Structure: COUNTY ROAD Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: OT25-37-25-165B, Location: 2 MI NW JACKSON AVE (Lat: 37.994528, Lng: -103.543194), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 808 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,187 (year 2038), Design Load: HS 25 or greater, Features Intersected: FORT LYON SLUICE DITCH, Facility Carried by Structure: CITY ST DIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.665, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: OT25-37-25-165B, Location: 2 MI NW JACKSON AVE (Lat: 37.994528, Lng: -103.543194), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 808 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,187 (year 2038), Design Load: HS 25 or greater, Features Intersected: FORT LYON SLUICE DITCH, Facility Carried by Structure: CITY ST DIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.665, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: OTY-245-21-133A, Location: .4 MI E OF CR 24 (Lat: 37.953139, Lng: -103.629611), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 55 (year 2018), Average Future Daily Traffic: 80 (year 2038), Features Intersected: CROOKED ARROYO, Facility Carried by Structure: COUNTY ROAD Y
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: OTY-245-21-133A, Location: .4 MI E OF CR 24 (Lat: 37.953139, Lng: -103.629611), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 55 (year 2018), Average Future Daily Traffic: 80 (year 2038), Features Intersected: CROOKED ARROYO, Facility Carried by Structure: COUNTY ROAD Y
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: OTZ-29-22.5-221, Location: 1000 FEET W ADAMS AVE (Lat: 37.975306, Lng: -103.531194), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 494 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 726 (year 2038), Features Intersected: KING ARROYO, Facility Carried by Structure: LA JUNTA 14TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.880, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: OTZ-29-22.5-221, Location: 1000 FEET W ADAMS AVE (Lat: 37.975306, Lng: -103.531194), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 494 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 726 (year 2038), Features Intersected: KING ARROYO, Facility Carried by Structure: LA JUNTA 14TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.880, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M-22-AY, Location: LA JUNTA (Lat: 37.987864, Lng: -103.531817), Route carried "under" structure: US 50B, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2011), Truck Traffic: 9%, Features Intersected: RDWY, RR, ARKANSAS RVR, Facility Carried by Structure: SH 109 ML
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 612.118, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: M-22-AY, Location: LA JUNTA (Lat: 37.987864, Lng: -103.531817), Route carried "under" structure: US 50B, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2011), Truck Traffic: 9%, Features Intersected: RDWY, RR, ARKANSAS RVR, Facility Carried by Structure: SH 109 ML
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 612.118, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)