Bridge Statistics for Black Forest, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 194ft / 59.2mTotal length
- $15,000Total costs
- 75,790Total average daily traffic
- 4,152Total average daily truck traffic
- 109,197Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Black Forest
- No street view available for this location
- New bridges - historical statistics
- 11970-1979
- 111980-1989
- 111990-1999
- 62000-2009
- 32010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 59.1%Good
- 22.7%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 4.5%Very good
- 40.9%Good
- 54.5%Satisfactory
- Bridge Condition - Substructure
- 9.1%Very good
- 54.5%Good
- 36.4%Satisfactory
- Bridge Condition - Channel
- 40.6%Very good
- 40.6%Good
- 18.8%Satisfactory
- Bridge Condition - Culverts
- 10.0%Very good
- 10.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: DOU080-06.05A, Location: .3 MI WEST OF SH83 (Lat: 39.173225, Lng: -104.746703), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 69 (year 2021), Average Future Daily Traffic: 92 (year 2041), Design Load: HS 20, Features Intersected: WEST CHERRY CREEK, Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.123, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: DOU080-06.05A, Location: .3 MI WEST OF SH83 (Lat: 39.173225, Lng: -104.746703), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 69 (year 2021), Average Future Daily Traffic: 92 (year 2041), Design Load: HS 20, Features Intersected: WEST CHERRY CREEK, Facility Carried by Structure: JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.123, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, 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: DOU082-04.90A, Location: 0.3 MI W OF HIGHWAY 83 (Lat: 39.151514, Lng: -104.763403), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 103 (year 2021), Average Future Daily Traffic: 138 (year 2041), Design Load: HS 20, Features Intersected: WEST CHERRY CREEK, Facility Carried by Structure: LORRAINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: DOU082-04.90A, Location: 0.3 MI W OF HIGHWAY 83 (Lat: 39.151514, Lng: -104.763403), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 103 (year 2021), Average Future Daily Traffic: 138 (year 2041), Design Load: HS 20, Features Intersected: WEST CHERRY CREEK, Facility Carried by Structure: LORRAINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Febuary 2021, 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: DOU404-06.80-A, Location: 0.5 MI W OF HIGHWAY 83 (Lat: 39.129686, Lng: -104.774689), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 2,643 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,542 (year 2041), Design Load: HS 20, Features Intersected: WEST CHERRY CREEK, Facility Carried by Structure: PALMER DIVIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.847, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.9 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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: DOU404-06.80-A, Location: 0.5 MI W OF HIGHWAY 83 (Lat: 39.129686, Lng: -104.774689), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 2,643 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,542 (year 2041), Design Load: HS 20, Features Intersected: WEST CHERRY CREEK, Facility Carried by Structure: PALMER DIVIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.847, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.9 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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: DOU404-08.85-A, Location: 1.5 MI E OF HIGHWAY 83 (Lat: 39.129636, Lng: -104.736614), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 924 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,238 (year 2041), Design Load: HS 20, Features Intersected: ELK CREEK, Facility Carried by Structure: PALMER DIVIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DOU404-08.85-A, Location: 1.5 MI E OF HIGHWAY 83 (Lat: 39.129636, Lng: -104.736614), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 924 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,238 (year 2041), Design Load: HS 20, Features Intersected: ELK CREEK, Facility Carried by Structure: PALMER DIVIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DOU404-10.10-A, Location: 2.8 MI EAST OF SH 83 (Lat: 39.129581, Lng: -104.712739), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 474 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 635 (year 2041), Design Load: HS 20, Features Intersected: IRON GULCH, Facility Carried by Structure: PALMER DIVIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.268, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DOU404-10.10-A, Location: 2.8 MI EAST OF SH 83 (Lat: 39.129581, Lng: -104.712739), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 474 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 635 (year 2041), Design Load: HS 20, Features Intersected: IRON GULCH, Facility Carried by Structure: PALMER DIVIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.268, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ELBT-17-2.2-02A, Location: 6.0 MI SW OF TOWN OF ELBT (Lat: 39.161708, Lng: -104.587803), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 5.23m (17.16ft), Average Daily Traffic: 130 (year 2020), Average Future Daily Traffic: 164 (year 2040), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.874, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ELBT-17-2.2-02A, Location: 6.0 MI SW OF TOWN OF ELBT (Lat: 39.161708, Lng: -104.587803), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 5.23m (17.16ft), Average Daily Traffic: 130 (year 2020), Average Future Daily Traffic: 164 (year 2040), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.874, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ELBT-74-1.90-01, Location: CNTY LINE 0.4 MI W RD 17 (Lat: 39.129397, Lng: -104.591631), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 130 (year 2020), Average Future Daily Traffic: 163 (year 2040), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: COUNTY ROAD 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.303, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ELBT-74-1.90-01, Location: CNTY LINE 0.4 MI W RD 17 (Lat: 39.129397, Lng: -104.591631), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 130 (year 2020), Average Future Daily Traffic: 163 (year 2040), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: COUNTY ROAD 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.303, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC0026-04.00A, Location: 4 MI E OF SH 83 (Lat: 39.071156, Lng: -104.689039), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 10,366 (year 2041), Features Intersected: CHERRY CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: EPC0026-04.00A, Location: 4 MI E OF SH 83 (Lat: 39.071156, Lng: -104.689039), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 10,366 (year 2041), Features Intersected: CHERRY CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: EPC0026-04.30A, Location: 4.3 MI E OF SH 83 (Lat: 39.071192, Lng: -104.683117), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,836 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,645 (year 2041), Design Load: HS 20, Features Intersected: EAST BRANCH CHERRY CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.922, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: EPC0026-04.30A, Location: 4.3 MI E OF SH 83 (Lat: 39.071192, Lng: -104.683117), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,836 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,645 (year 2041), Design Load: HS 20, Features Intersected: EAST BRANCH CHERRY CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.922, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: EPC0026-07.25A, Location: 7 MI E OF SH83 (Lat: 39.071250, Lng: -104.630342), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,787 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,271 (year 2041), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC0026-07.25A, Location: 7 MI E OF SH83 (Lat: 39.071250, Lng: -104.630342), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,787 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,271 (year 2041), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC0026-10.00A, Location: 0.25 MI W OF EASTONVILLE (Lat: 39.071486, Lng: -104.575889), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,210 (year 2021), Average Future Daily Traffic: 1,585 (year 2041), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: EPC0026-10.00A, Location: 0.25 MI W OF EASTONVILLE (Lat: 39.071486, Lng: -104.575889), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,210 (year 2021), Average Future Daily Traffic: 1,585 (year 2041), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: HODGEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: EPC0068-03.55A, Location: .75 MI W OF BLACK FS ROAD (Lat: 39.012839, Lng: -104.714117), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,226 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 5,536 (year 2041), Design Load: HS 20, Features Intersected: KETTLE CREEK, Facility Carried by Structure: SHOUP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.647, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.4 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: Equal to present minimum criteria, Deck Geometry: Superior 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: EPC0068-03.55A, Location: .75 MI W OF BLACK FS ROAD (Lat: 39.012839, Lng: -104.714117), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,226 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 5,536 (year 2041), Design Load: HS 20, Features Intersected: KETTLE CREEK, Facility Carried by Structure: SHOUP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.647, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.4 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: Equal to present minimum criteria, Deck Geometry: Superior 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: EPC0068-04.75A, Location: 0.5 MI E OF BLACK FS ROAD (Lat: 39.012894, Lng: -104.691944), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 917 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,201 (year 2041), Features Intersected: BURGESS CREEK, Facility Carried by Structure: SHOUP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.615, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC0068-04.75A, Location: 0.5 MI E OF BLACK FS ROAD (Lat: 39.012894, Lng: -104.691944), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 917 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,201 (year 2041), Features Intersected: BURGESS CREEK, Facility Carried by Structure: SHOUP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.615, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC0079-00.95A, Location: .9 MI N OF HODGEN ROAD (Lat: 39.085000, Lng: -104.695278), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 1,248 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,634 (year 2041), Features Intersected: WEST FORK CHERRY CREEK, Facility Carried by Structure: BLACK FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Length Of Structure Improvement: 2.81m (9.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC0079-00.95A, Location: .9 MI N OF HODGEN ROAD (Lat: 39.085000, Lng: -104.695278), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 1,248 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,634 (year 2041), Features Intersected: WEST FORK CHERRY CREEK, Facility Carried by Structure: BLACK FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Length Of Structure Improvement: 2.81m (9.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC0091-09.68, Location: 5.2 MI N OF LATIGO BLVD (Lat: 39.096786, Lng: -104.552244), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,805 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,365 (year 2041), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: ELBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: EPC0091-09.68, Location: 5.2 MI N OF LATIGO BLVD (Lat: 39.096786, Lng: -104.552244), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,805 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,365 (year 2041), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: ELBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: EPC0401-07.30A, Location: .6 MI N OF SWAN RD. (Lat: 39.037500, Lng: -104.663333), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,668 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,185 (year 2041), Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: VOLLMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $13,000, Total Project Cost: $13,000
Structure Number: EPC0401-07.30A, Location: .6 MI N OF SWAN RD. (Lat: 39.037500, Lng: -104.663333), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,668 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,185 (year 2041), Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: VOLLMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $13,000, Total Project Cost: $13,000
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Structure Number: EPC0404-16.40A, Location: 2 MI WEST OF MERIDIAN RD (Lat: 39.129444, Lng: -104.627778), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 56 (year 2021), Average Future Daily Traffic: 73 (year 2041), Features Intersected: NEFFS GULCH, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.962, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: Gravel
Structure Number: EPC0404-16.40A, Location: 2 MI WEST OF MERIDIAN RD (Lat: 39.129444, Lng: -104.627778), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 56 (year 2021), Average Future Daily Traffic: 73 (year 2041), Features Intersected: NEFFS GULCH, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.962, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: Gravel
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Structure Number: EPC0427-11.55A, Location: 0.4 MI N OF MCCUNE ROAD (Lat: 39.092172, Lng: -104.598458), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 256 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 336 (year 2041), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: MERIDIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC0427-11.55A, Location: 0.4 MI N OF MCCUNE ROAD (Lat: 39.092172, Lng: -104.598458), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 256 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 336 (year 2041), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: MERIDIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC0427-12.85A, Location: 0.4 MI N OF WALKER ROAD (Lat: 39.110086, Lng: -104.598194), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 277 (year 2020), Average Future Daily Traffic: 363 (year 2040), Features Intersected: W KIOWA CREEK TRIB, Facility Carried by Structure: MERIDIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: EPC0427-12.85A, Location: 0.4 MI N OF WALKER ROAD (Lat: 39.110086, Lng: -104.598194), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 277 (year 2020), Average Future Daily Traffic: 363 (year 2040), Features Intersected: W KIOWA CREEK TRIB, Facility Carried by Structure: MERIDIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: EPC0429-06.76A, Location: 0.3 MI N OF LATIGO BLVD (Lat: 39.019986, Lng: -104.565992), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 129 (year 2020), Average Future Daily Traffic: 169 (year 2040), Design Load: HS 20, Features Intersected: BLACK SQUIRREL CREEK, Facility Carried by Structure: EASTONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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 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: EPC0429-06.76A, Location: 0.3 MI N OF LATIGO BLVD (Lat: 39.019986, Lng: -104.565992), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 129 (year 2020), Average Future Daily Traffic: 169 (year 2040), Design Load: HS 20, Features Intersected: BLACK SQUIRREL CREEK, Facility Carried by Structure: EASTONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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 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: EPC0429-11.30A, Location: 0.4 MI N OF HODGEN ROAD (Lat: 39.075819, Lng: -104.571017), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 257 (year 2020), Average Future Daily Traffic: 337 (year 2040), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: EASTONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.616, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: 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: EPC0429-11.30A, Location: 0.4 MI N OF HODGEN ROAD (Lat: 39.075819, Lng: -104.571017), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 257 (year 2020), Average Future Daily Traffic: 337 (year 2040), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: EASTONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.616, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: 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: EPC1238-00.25A, Location: .25 MI E OF MERIDIAN ROAD (Lat: 39.100922, Lng: -104.594108), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 165 (year 2020), Average Future Daily Traffic: 216 (year 2040), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: EVANS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC1238-00.25A, Location: .25 MI E OF MERIDIAN ROAD (Lat: 39.100922, Lng: -104.594108), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 165 (year 2020), Average Future Daily Traffic: 216 (year 2040), Design Load: HS 20, Features Intersected: WEST KIOWA CREEK, Facility Carried by Structure: EVANS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC1741-04.70A, Location: 0.4 MI SOUTH OF SHOUP RD (Lat: 39.008889, Lng: -104.700278), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,385 (year 2021), Average Future Daily Traffic: 7,054 (year 2041), Design Load: HS 20, Features Intersected: BURGESS CREEK, Facility Carried by Structure: BLACK FOREST ROAD
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: EPC1741-04.70A, Location: 0.4 MI SOUTH OF SHOUP RD (Lat: 39.008889, Lng: -104.700278), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,385 (year 2021), Average Future Daily Traffic: 7,054 (year 2041), Design Load: HS 20, Features Intersected: BURGESS CREEK, Facility Carried by Structure: BLACK FOREST ROAD
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: EPC2234-01.97, Location: 0.5 MI. W OF US24 (Lat: 38.968092, Lng: -104.571094), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 601 (year 2021), Average Future Daily Traffic: 787 (year 2041), Features Intersected: BLK SQUIRREL CRK TRIB, Facility Carried by Structure: STAPLETON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft), Out-to-Out Width: 42.3m (138.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: EPC2234-01.97, Location: 0.5 MI. W OF US24 (Lat: 38.968092, Lng: -104.571094), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 601 (year 2021), Average Future Daily Traffic: 787 (year 2041), Features Intersected: BLK SQUIRREL CRK TRIB, Facility Carried by Structure: STAPLETON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft), Out-to-Out Width: 42.3m (138.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: EPC2270-01.41, Location: 1.5 MI E OF MERIDIAN ROAD (Lat: 39.014669, Lng: -104.583131), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,163 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,524 (year 2041), Design Load: HS 20, Features Intersected: BLACK SQUIRREL CREEK, Facility Carried by Structure: LATIGO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: 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: EPC2270-01.41, Location: 1.5 MI E OF MERIDIAN ROAD (Lat: 39.014669, Lng: -104.583131), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,163 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,524 (year 2041), Design Load: HS 20, Features Intersected: BLACK SQUIRREL CREEK, Facility Carried by Structure: LATIGO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: 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: EPC2746-00.86L, Location: 0.1 MI E OF MERIDIAN RD (Lat: 38.977472, Lng: -104.605975), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,219 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,217 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: WB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.549, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC2746-00.86L, Location: 0.1 MI E OF MERIDIAN RD (Lat: 38.977472, Lng: -104.605975), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,219 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,217 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: WB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.549, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC2746-00.86R, Location: 0.1 MI E OF MERIDIAN RD (Lat: 38.977331, Lng: -104.605942), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,936 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,847 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: EB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.539, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC2746-00.86R, Location: 0.1 MI E OF MERIDIAN RD (Lat: 38.977331, Lng: -104.605942), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,936 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,847 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: EB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.539, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC2746-01.44L, Location: 0.7 MI E OF MERIDIAN RD (Lat: 38.979064, Lng: -104.595750), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,464 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,228 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: WB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.480, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC2746-01.44L, Location: 0.7 MI E OF MERIDIAN RD (Lat: 38.979064, Lng: -104.595750), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,464 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,228 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: WB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.480, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC2746-01.44R, Location: 0.7 MI E OF MERIDIAN RD (Lat: 38.978939, Lng: -104.595783), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,223 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,912 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: EB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.492, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC2746-01.44R, Location: 0.7 MI E OF MERIDIAN RD (Lat: 38.978939, Lng: -104.595783), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,223 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,912 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: EB LONDONDERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.492, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EPC3271-00.71, Location: 0.2 MI S OF STAPLETON (Lat: 38.966944, Lng: -104.588333), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 768 (year 2020), Average Future Daily Traffic: 1,006 (year 2040), Design Load: HS 20, Features Intersected: UNKNOWN DRAINAGE, Facility Carried by Structure: LAMBERT DR
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 38.3m (125.7ft)
Condition: Channel: 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: Febuary 2022
Structure Number: EPC3271-00.71, Location: 0.2 MI S OF STAPLETON (Lat: 38.966944, Lng: -104.588333), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 768 (year 2020), Average Future Daily Traffic: 1,006 (year 2040), Design Load: HS 20, Features Intersected: UNKNOWN DRAINAGE, Facility Carried by Structure: LAMBERT DR
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 38.3m (125.7ft)
Condition: Channel: 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: Febuary 2022
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Structure Number: EPC3355-01.36, Location: 0.2 MI N OF STAPELTON RD (Lat: 38.972728, Lng: -104.601900), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,808 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,368 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: MERIDIAN RANCH BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 67.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EPC3355-01.36, Location: 0.2 MI N OF STAPELTON RD (Lat: 38.972728, Lng: -104.601900), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,808 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,368 (year 2040), Design Load: HS 25 or greater, Features Intersected: SQUIRREL CREEK TRIBUTARY, Facility Carried by Structure: MERIDIAN RANCH BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 67.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-17-CJ, Location: NORTH OF COLORADO SPRINGS (Lat: 39.009539, Lng: -104.778511), Route carried "on" structure: State highway 83A, Year Built: 2005, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HL 93, Features Intersected: BLACK SQUIRREL CRK, Facility Carried by Structure: SH 83 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.444, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.4 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H-17-CJ, Location: NORTH OF COLORADO SPRINGS (Lat: 39.009539, Lng: -104.778511), Route carried "on" structure: State highway 83A, Year Built: 2005, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HL 93, Features Intersected: BLACK SQUIRREL CRK, Facility Carried by Structure: SH 83 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.444, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.4 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing