Bridge Statistics for Merino, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 266ft / 81.0mTotal length
- 18,655Total average daily traffic
- 3,717Total average daily truck traffic
- 24,827Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Merino
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 51960-1969
- 11980-1989
- 51990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 21.4%Good
- 57.1%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 7.1%Very good
- 35.7%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 50.0%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 66.7%Very good
- 20.0%Good
- 6.7%Satisfactory
- 6.7%Fair
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Structure Number: C-23-AO, Location: 12 MI SW OF STERLING (Lat: 40.466231, Lng: -103.378514), Route carried "on" structure: US 6J, Year Built: 1999, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.622, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C-23-AO, Location: 12 MI SW OF STERLING (Lat: 40.466231, Lng: -103.378514), Route carried "on" structure: US 6J, Year Built: 1999, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.622, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C-23-E, Location: 14 MI SW OF STERLING EXIT (Lat: 40.447025, Lng: -103.310756), Route carried "on" structure: Interstate 76A, Year Built: 1964, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,645 (year 2040), Design Load: HS 20+Mod, Features Intersected: TWENTY TWO SLOUGH, Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.990, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: C-23-E, Location: 14 MI SW OF STERLING EXIT (Lat: 40.447025, Lng: -103.310756), Route carried "on" structure: Interstate 76A, Year Built: 1964, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,645 (year 2040), Design Load: HS 20+Mod, Features Intersected: TWENTY TWO SLOUGH, Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.990, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: C-23-F, Location: 14 MI S.W. OF STERLING EX (Lat: 40.446803, Lng: -103.310389), Route carried "on" structure: Interstate 76A, Year Built: 1964, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,645 (year 2040), Design Load: HS 20+Mod, Features Intersected: TWENTY TWO SLOUGH, Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.987, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: C-23-F, Location: 14 MI S.W. OF STERLING EX (Lat: 40.446803, Lng: -103.310389), Route carried "on" structure: Interstate 76A, Year Built: 1964, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,645 (year 2040), Design Load: HS 20+Mod, Features Intersected: TWENTY TWO SLOUGH, Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.987, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: C-23-K, Location: 16.2 MI NO OF JCT I-76 (Lat: 40.432994, Lng: -103.378594), Route carried "on" structure: US 6J, Year Built: 1926, Year Reconstructed: 1942, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: H 15, Features Intersected: SOUTH PLATTE DITCH, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Very good, Culverts: 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, 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
Structure Number: C-23-K, Location: 16.2 MI NO OF JCT I-76 (Lat: 40.432994, Lng: -103.378594), Route carried "on" structure: US 6J, Year Built: 1926, Year Reconstructed: 1942, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: H 15, Features Intersected: SOUTH PLATTE DITCH, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Very good, Culverts: 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, 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
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Structure Number: C-23-L, Location: 16.4 MI NO OF JCT I-76 (Lat: 40.435322, Lng: -103.378486), Route carried "on" structure: US 6J, Year Built: 1941, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: PREWITT OUTLET CANAL, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: C-23-L, Location: 16.4 MI NO OF JCT I-76 (Lat: 40.435322, Lng: -103.378486), Route carried "on" structure: US 6J, Year Built: 1941, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: PREWITT OUTLET CANAL, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: C-23-N, Location: 18.2 MI NO OF JCT I-76 (Lat: 40.460753, Lng: -103.378808), Route carried "on" structure: US 6J, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: PAWNEE CANAL, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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, Membrane: Preformed Fabric
Structure Number: C-23-N, Location: 18.2 MI NO OF JCT I-76 (Lat: 40.460753, Lng: -103.378808), Route carried "on" structure: US 6J, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: PAWNEE CANAL, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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, Membrane: Preformed Fabric
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Structure Number: C-23-O, Location: 12 MI SW OF STERLING (Lat: 40.458767, Lng: -103.378778), Route carried "on" structure: US 6J, Year Built: 1966, Status: Open, Structure Length: 12.40m (40.68ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: SOUTH PLATTE R OVFLW, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: C-23-O, Location: 12 MI SW OF STERLING (Lat: 40.458767, Lng: -103.378778), Route carried "on" structure: US 6J, Year Built: 1966, Status: Open, Structure Length: 12.40m (40.68ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: SOUTH PLATTE R OVFLW, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: C-23-P, Location: 12.7 MI SW OF STERLING (Lat: 40.455419, Lng: -103.378731), Route carried "on" structure: US 6J, Year Built: 1966, Status: Open, Structure Length: 24.74m (81.17ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: SOUTH PLATTE RIVER, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.421, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: C-23-P, Location: 12.7 MI SW OF STERLING (Lat: 40.455419, Lng: -103.378731), Route carried "on" structure: US 6J, Year Built: 1966, Status: Open, Structure Length: 24.74m (81.17ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: SOUTH PLATTE RIVER, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.421, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: LOG10-21.3-16-A, Location: 1.3 Mi. E. of Co. Rd. 19 (Lat: 40.493472, Lng: -103.383083), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 137 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 169 (year 2041), Design Load: HS 20, Features Intersected: N. Sterling Inlet Canal, Facility Carried by Structure: County Road 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.137, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG10-21.3-16-A, Location: 1.3 Mi. E. of Co. Rd. 19 (Lat: 40.493472, Lng: -103.383083), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 137 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 169 (year 2041), Design Load: HS 20, Features Intersected: N. Sterling Inlet Canal, Facility Carried by Structure: County Road 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.137, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG2.5-21-2A, Location: 0.5 MI W of US HWY 6 (Lat: 40.442861, Lng: -103.388278), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 38 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 47 (year 2041), Design Load: HS 20, Features Intersected: Prewitt Outlet Canal, Facility Carried by Structure: County Road 2.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG2.5-21-2A, Location: 0.5 MI W of US HWY 6 (Lat: 40.442861, Lng: -103.388278), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 38 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 47 (year 2041), Design Load: HS 20, Features Intersected: Prewitt Outlet Canal, Facility Carried by Structure: County Road 2.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG25-6.8-37-A, Location: 0.6 MI S of US HWY 6 (Lat: 40.474028, Lng: -103.346750), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 18.74m (61.48ft), Average Daily Traffic: 261 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 321 (year 2041), Design Load: HS 20, Features Intersected: South Platte River, Facility Carried by Structure: County Road 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG25-6.8-37-A, Location: 0.6 MI S of US HWY 6 (Lat: 40.474028, Lng: -103.346750), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 18.74m (61.48ft), Average Daily Traffic: 261 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 321 (year 2041), Design Load: HS 20, Features Intersected: South Platte River, Facility Carried by Structure: County Road 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LOG25-8.8-41, Location: 0.7 Mi N of US Hwy 6 (Lat: 40.493806, Lng: -103.351306), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load-capacity, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 453 (year 2041), Features Intersected: Pawnee Ditch, Facility Carried by Structure: County Road 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LOG25-8.8-41, Location: 0.7 Mi N of US Hwy 6 (Lat: 40.493806, Lng: -103.351306), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load-capacity, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 453 (year 2041), Features Intersected: Pawnee Ditch, Facility Carried by Structure: County Road 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LOG27-12.7-49-A, Location: 0.7 Mi North of Co. Rd 12 (Lat: 40.519028, Lng: -103.332778), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 78 (year 2021), Truck Traffic: 48%, Average Future Daily Traffic: 96 (year 2041), Design Load: HS 20, Features Intersected: Pawnee Ditch, Facility Carried by Structure: County Road 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.8 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: 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: January 2022
Structure Number: LOG27-12.7-49-A, Location: 0.7 Mi North of Co. Rd 12 (Lat: 40.519028, Lng: -103.332778), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 78 (year 2021), Truck Traffic: 48%, Average Future Daily Traffic: 96 (year 2041), Design Load: HS 20, Features Intersected: Pawnee Ditch, Facility Carried by Structure: County Road 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.8 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: 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: January 2022
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Structure Number: LOG6-19.1-6-A, Location: 0.4 M. E. of Co. Rd. 17.7 (Lat: 40.464639, Lng: -103.404111), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 193 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 237 (year 2041), Design Load: HS 20, Features Intersected: N. Sterling Inlet Canal, Facility Carried by Structure: County Road 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.272, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LOG6-19.1-6-A, Location: 0.4 M. E. of Co. Rd. 17.7 (Lat: 40.464639, Lng: -103.404111), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 193 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 237 (year 2041), Design Load: HS 20, Features Intersected: N. Sterling Inlet Canal, Facility Carried by Structure: County Road 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.272, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LOG8.5-23.5-12A, Location: 0.5 Mi. E. of Co. Rd. 23 (Lat: 40.486278, Lng: -103.358611), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 510 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 627 (year 2041), Design Load: HS 20, Features Intersected: Pawnee Ditch, Facility Carried by Structure: Cty Rd 8.5/Park Av
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.929, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: LOG8.5-23.5-12A, Location: 0.5 Mi. E. of Co. Rd. 23 (Lat: 40.486278, Lng: -103.358611), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 510 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 627 (year 2041), Design Load: HS 20, Features Intersected: Pawnee Ditch, Facility Carried by Structure: Cty Rd 8.5/Park Av
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.929, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: WTN60-S.70-A, Location: 0.2 Mi. E. of US Hwy. 36 (Lat: 40.434944, Lng: -103.374611), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 87 (year 2041), Design Load: HS 20, Features Intersected: Prewitt Outlet Canal, Facility Carried by Structure: County Road 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WTN60-S.70-A, Location: 0.2 Mi. E. of US Hwy. 36 (Lat: 40.434944, Lng: -103.374611), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 87 (year 2041), Design Load: HS 20, Features Intersected: Prewitt Outlet Canal, Facility Carried by Structure: County Road 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel