Bridge Statistics for Meridian, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 125ft / 37.5mTotal length
- $494,000Total costs
- 107,363Total average daily traffic
- 5,823Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Meridian
- No street view available for this location
- New bridges - historical statistics
- 11970-1979
- 131990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 88.9%Good
- 11.1%Poor
- Bridge Condition - Superstructure
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 45.5%Very good
- 45.5%Good
- 9.1%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: ARA 50-10.4, Location: IN INVERNESS BUSINESS PAR (Lat: 39.565939, Lng: -104.860556), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 1998, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 3,110 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,794 (year 2041), Design Load: HS 25 or greater, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: INVERNESS WAY E.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: ARA 50-10.4, Location: IN INVERNESS BUSINESS PAR (Lat: 39.565939, Lng: -104.860556), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 1998, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 3,110 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,794 (year 2041), Design Load: HS 25 or greater, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: INVERNESS WAY E.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DOU08C-00.01, Location: INTER OF INVERNES WAY (Lat: 39.564672, Lng: -104.860581), Route carried "on" structure: County highway , Year Built: 1991, Year Reconstructed: 2000, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 2,037 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,729 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: INVERNESS DR SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.859, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: DOU08C-00.01, Location: INTER OF INVERNES WAY (Lat: 39.564672, Lng: -104.860581), Route carried "on" structure: County highway , Year Built: 1991, Year Reconstructed: 2000, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 2,037 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,729 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: INVERNESS DR SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.859, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DOU08C-00.5, Location: 0.2 MI E OF INV. PWY (Lat: 39.559639, Lng: -104.861969), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 2,336 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,130 (year 2041), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: INVERNESS DR SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.2m (63.0ft)
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, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $213,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: DOU08C-00.5, Location: 0.2 MI E OF INV. PWY (Lat: 39.559639, Lng: -104.861969), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 2,336 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,130 (year 2041), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: INVERNESS DR SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.2m (63.0ft)
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, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $213,000 ( Estimate for 2015), 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: DOU08C-00.6, Location: .1 MI EAST OF JAMAICA ST (Lat: 39.557700, Lng: -104.861883), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,796 (year 2042), Design Load: HS 25 or greater, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: LIBERTY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.578, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: DOU08C-00.6, Location: .1 MI EAST OF JAMAICA ST (Lat: 39.557700, Lng: -104.861883), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,796 (year 2042), Design Load: HS 25 or greater, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: LIBERTY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.578, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DOU08D-00.2, Location: 0.2 MI FROM INTER W/HAVAN (Lat: 39.538733, Lng: -104.864258), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 4,765 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,385 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: MERIDIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.248, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Out-to-Out Width: 58.4m (191.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: DOU08D-00.2, Location: 0.2 MI FROM INTER W/HAVAN (Lat: 39.538733, Lng: -104.864258), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 4,765 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,385 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: MERIDIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.248, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Out-to-Out Width: 58.4m (191.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: DOU08D-00.8, Location: 0.8 MI WEST OF HAVANA (Lat: 39.547006, Lng: -104.863431), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,107 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 4,163 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: MERIDIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.252, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 61.4m (201.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: Febuary 2021
Structure Number: DOU08D-00.8, Location: 0.8 MI WEST OF HAVANA (Lat: 39.547006, Lng: -104.863431), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,107 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 4,163 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: MERIDIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.252, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 61.4m (201.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: Febuary 2021
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Structure Number: DOU08E-00.17, Location: 0.2 MI E OF PEORIA STREET (Lat: 39.561675, Lng: -104.836042), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 907 (year 2021), Average Future Daily Traffic: 1,215 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: JAMES E. CASEY AVE
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.288, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.5m (4.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 66.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: January 2021
Structure Number: DOU08E-00.17, Location: 0.2 MI E OF PEORIA STREET (Lat: 39.561675, Lng: -104.836042), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 907 (year 2021), Average Future Daily Traffic: 1,215 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: JAMES E. CASEY AVE
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.288, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.5m (4.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 66.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: January 2021
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Structure Number: DOU08E-01.9, Location: .6 MI NORTH OF E470 (Lat: 39.561300, Lng: -104.839475), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 4,514 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 6,048 (year 2041), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: PEORIA STREET
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 4.946, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.3m (66.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 73.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: January 2021
Structure Number: DOU08E-01.9, Location: .6 MI NORTH OF E470 (Lat: 39.561300, Lng: -104.839475), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 4,514 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 6,048 (year 2041), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: PEORIA STREET
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 4.946, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.3m (66.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 73.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: January 2021
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Structure Number: E-470-0.47B, Location: 0.47 MI FROM I 25 (Lat: 39.554167, Lng: -104.861833), Route carried "on" structure: Other road 470, Year Built: 1990, Status: Open, Structure Length: 9.95m (32.64ft), Average Daily Traffic: 26,951 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 45,815 (year 2038), Design Load: HS 20+Mod, Features Intersected: Cottonwood Ck & Jamaica
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.751, Lanes on structure: 3, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.3m (161.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: E-470-0.47B, Location: 0.47 MI FROM I 25 (Lat: 39.554167, Lng: -104.861833), Route carried "on" structure: Other road 470, Year Built: 1990, Status: Open, Structure Length: 9.95m (32.64ft), Average Daily Traffic: 26,951 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 45,815 (year 2038), Design Load: HS 20+Mod, Features Intersected: Cottonwood Ck & Jamaica
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.751, Lanes on structure: 3, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.3m (161.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, 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: E-470-0.47C, Location: 0.47 MI FROM I-25 (Lat: 39.553111, Lng: -104.862056), Route carried "on" structure: Ramp Other road 470, Year Built: 2003, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2038), Design Load: HS 25 or greater, Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.054, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: E-470-0.47C, Location: 0.47 MI FROM I-25 (Lat: 39.553111, Lng: -104.862056), Route carried "on" structure: Ramp Other road 470, Year Built: 2003, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2038), Design Load: HS 25 or greater, Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.054, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E-470-0.47D, Location: 0.47 MI FROM I-25 (Lat: 39.554861, Lng: -104.861389), Route carried "on" structure: Ramp Other road 470, Year Built: 2003, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2038), Design Load: HS 25 or greater, Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.572, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: E-470-0.47D, Location: 0.47 MI FROM I-25 (Lat: 39.554861, Lng: -104.861389), Route carried "on" structure: Ramp Other road 470, Year Built: 2003, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,360 (year 2038), Design Load: HS 25 or greater, Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.572, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E-470-1.71A, Location: 1.71 MI FROM I-25 (Lat: 39.552139, Lng: -104.839444), Route carried "on" structure: Other road 470, Year Built: 1990, Year Reconstructed: 2004, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 25,045 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 42,575 (year 2038), Design Load: HL 93, Features Intersected: Peoria Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.792, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: E-470-1.71A, Location: 1.71 MI FROM I-25 (Lat: 39.552139, Lng: -104.839444), Route carried "on" structure: Other road 470, Year Built: 1990, Year Reconstructed: 2004, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 25,045 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 42,575 (year 2038), Design Load: HL 93, Features Intersected: Peoria Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.792, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E-470-1.71B, Location: 1.71 MI FROM I 25 (Lat: 39.552278, Lng: -104.839444), Route carried "on" structure: Other road 470B, Year Built: 1990, Year Reconstructed: 2004, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 26,951 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 45,816 (year 2038), Design Load: HL 93, Features Intersected: Peoria Street, Facility Carried by Structure: E-470 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: E-470-1.71B, Location: 1.71 MI FROM I 25 (Lat: 39.552278, Lng: -104.839444), Route carried "on" structure: Other road 470B, Year Built: 1990, Year Reconstructed: 2004, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 26,951 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 45,816 (year 2038), Design Load: HL 93, Features Intersected: Peoria Street, Facility Carried by Structure: E-470 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E-470-0.47A, Location: 0.47 MI FROM I 25 (Lat: 39.554083, Lng: -104.861889), Route carried "under" structure: County highway JAMAI, Year Built: 1990, Structure Length: 0. m, Features Intersected: Cottonwood Ck & Jamaica, Facility Carried by Structure: E-470 EB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.3m (161.7ft)
Structure Number: E-470-0.47A, Location: 0.47 MI FROM I 25 (Lat: 39.554083, Lng: -104.861889), Route carried "under" structure: County highway JAMAI, Year Built: 1990, Structure Length: 0. m, Features Intersected: Cottonwood Ck & Jamaica, Facility Carried by Structure: E-470 EB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.3m (161.7ft)
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Structure Number: E-470-0.47B, Location: 0.47 MI FROM I 25 (Lat: 39.554167, Lng: -104.861833), Route carried "under" structure: County highway JAMAI, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 700 (year 2000), Features Intersected: Cottonwood Ck & Jamaica, Facility Carried by Structure: E-470 WB
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 49.3m (161.7ft)
Structure Number: E-470-0.47B, Location: 0.47 MI FROM I 25 (Lat: 39.554167, Lng: -104.861833), Route carried "under" structure: County highway JAMAI, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 700 (year 2000), Features Intersected: Cottonwood Ck & Jamaica, Facility Carried by Structure: E-470 WB
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 49.3m (161.7ft)
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Structure Number: E-470-1.71A, Location: 1.71 MI FROM I-25 (Lat: 39.552139, Lng: -104.839444), Route carried "under" structure: County highway PEORI, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Features Intersected: Peoria Street, Facility Carried by Structure: E-470 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.3m (99.4ft)
Structure Number: E-470-1.71A, Location: 1.71 MI FROM I-25 (Lat: 39.552139, Lng: -104.839444), Route carried "under" structure: County highway PEORI, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Features Intersected: Peoria Street, Facility Carried by Structure: E-470 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.3m (99.4ft)
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Structure Number: E-470-1.71B, Location: 1.71 MI FROM I 25 (Lat: 39.552278, Lng: -104.839444), Route carried "under" structure: County highway PEORI, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Features Intersected: Peoria Street, Facility Carried by Structure: E-470 WB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.0m (98.4ft)
Structure Number: E-470-1.71B, Location: 1.71 MI FROM I 25 (Lat: 39.552278, Lng: -104.839444), Route carried "under" structure: County highway PEORI, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Features Intersected: Peoria Street, Facility Carried by Structure: E-470 WB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.0m (98.4ft)