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Bridge Statistics for Cheyenne, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 114Number of bridges
  • 1,152ft / 351mTotal length
  • $3,691,000Total costs
  • 863,994Total average daily traffic
  • 145,695Total average daily truck traffic
  • 989,180Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cheyenne
  • No street view available for this location

New bridges in Cheyenne, WY - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 141950-1959
  • 521960-1969
  • 131970-1979
  • 151980-1989
  • 91990-1999
  • 52000-2009
  • 32010-2018
Reconstructed bridges in Cheyenne, WY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31970-1979
  • 71980-1989
  • 31990-1999
  • 12000-2009
Average Bridge Daily Traffic in Cheyenne, WY
Average Bridge Truck Traffic in Cheyenne, WY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 3.6%Very good
  • 38.2%Good
  • 36.4%Satisfactory
  • 14.5%Fair
  • 7.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 3.6%Very good
  • 45.5%Good
  • 30.9%Satisfactory
  • 14.5%Fair
  • 5.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 38.2%Good
  • 47.3%Satisfactory
  • 10.9%Fair
  • 1.8%Poor
  • 1.8%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Very good
  • 24.2%Good
  • 42.4%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 10.0%Very good
  • 15.0%Good
  • 45.0%Satisfactory
  • 25.0%Fair
  • 5.0%Poor
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Structure Number: AAE,  Location: Colorado Line - Cheyenne (Lat: 41.020692,  Lng: -104.903014),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 10,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,690 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Lone Tree Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.515,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 41.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: AAG,  Location: Colorado Line - Cheyenne (Lat: 41.035756,  Lng: -104.896728),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 10,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,690 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: WYO 223
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.271,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAG,  Location: Colorado Line - Cheyenne (Lat: 41.035756,  Lng: -104.896728),  Route carried "under" structure: State highway 223,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 842 (year 2014),  Truck Traffic: 14%,  Features Intersected: WYO 223,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: AAH,  Location: Colorado Line - Cheyenne (Lat: 41.035817,  Lng: -104.896950),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,150 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,674 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: WYO 223
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.272,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAH,  Location: Colorado Line - Cheyenne (Lat: 41.035817,  Lng: -104.896950),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 836 (year 2013),  Truck Traffic: 15%,  Features Intersected: WYO 223,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: AAI,  Location: Colorado Line - Cheyenne (Lat: 41.043800,  Lng: -104.891572),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 10,511 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,275 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.282,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: AAJ,  Location: Colorado Line - Cheyenne (Lat: 41.043947,  Lng: -104.891742),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 10,395 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,487 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.289,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAK,  Location: Colorado Line - Cheyenne (Lat: 41.053469,  Lng: -104.885869),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 10,511 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,275 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.481,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAL,  Location: Colorado Line - Cheyenne (Lat: 41.053356,  Lng: -104.886192),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 10,395 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,487 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CS RR/County Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.645,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAN,  Location: Colorado Line - Cheyenne (Lat: 41.107867,  Lng: -104.850556),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 12,167 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,059 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Clear Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.567,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 1.5m (4.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAO,  Location: Colorado Line - Cheyenne (Lat: 41.107867,  Lng: -104.850836),  Route carried "on" structure: Interstate 25,  Year Built: 1964,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 11,509 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,262 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Clear Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.357,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 12,167 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,059 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.206,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,506 (year 2014),  Truck Traffic: 48%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 57.855,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,506 (year 2014),  Truck Traffic: 48%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 57.855,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.008,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.013,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 11,509 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,262 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.204,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,062 (year 2014),  Truck Traffic: 46%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 578.718,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,062 (year 2014),  Truck Traffic: 46%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 578.718,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.277,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.003,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAV,  Location: Cheyenne (Lat: 41.117725,  Lng: -104.850828),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 11,082 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,617 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: US 30/UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.629,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: March 2017,  Other Special Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAV,  Location: Cheyenne (Lat: 41.117725,  Lng: -104.850828),  Route carried "under" structure: Business US 30,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,558 (year 2014),  Truck Traffic: 16%,  Features Intersected: US 30/UP RR,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 7.96m (26.12ft),  Kilometerpoint: 579.525,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: AAW,  Location: Cheyenne (Lat: 41.117606,  Lng: -104.851097),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 9,911 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,485 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: US 30/UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.629,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: March 2017,  Other Special Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AAW,  Location: Cheyenne (Lat: 41.117606,  Lng: -104.851097),  Route carried "under" structure: Business US 30,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,558 (year 2014),  Truck Traffic: 16%,  Features Intersected: US 30/UP RR,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 579.525,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: ABB,  Location: Cheyenne (Lat: 41.136586,  Lng: -104.840511),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 9,824 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,890 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Missile Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.006,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: ABB,  Location: Cheyenne (Lat: 41.136586,  Lng: -104.840511),  Route carried "under" structure: State highway 210,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 7,135 (year 2013),  Truck Traffic: 5%,  Features Intersected: Missile Drive,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: ABC,  Location: Cheyenne (Lat: 41.136706,  Lng: -104.840747),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 9,694 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,669 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Missile Drive
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 17.006,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: ABC,  Location: Cheyenne (Lat: 41.136706,  Lng: -104.840747),  Route carried "under" structure: State highway 210,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 7,135 (year 2013),  Truck Traffic: 5%,  Features Intersected: Missile Drive,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: ABE,  Location: Cheyenne (Lat: 41.139383,  Lng: -104.839978),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,955 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.312,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 54.4 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: ABK,  Location: Cheyenne (Lat: 41.159531,  Lng: -104.839361),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 6.48m (21.26ft),  Average Daily Traffic: 638 (year 2016),  Average Future Daily Traffic: 150 (year 2036),  Design Load: H 20,  Features Intersected: I-25,  Facility Carried by Structure: Country Club Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.922,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.90m (212.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: ABK,  Location: Cheyenne (Lat: 41.159531,  Lng: -104.839361),  Route carried "under" structure: Interstate 25,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 11,182 (year 2014),  Truck Traffic: 12%,  Features Intersected: I-25,  Facility Carried by Structure: Country Club Road
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 1.955,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: ABK,  Location: Cheyenne (Lat: 41.159531,  Lng: -104.839361),  Route carried "under" structure: Interstate 25,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,300 (year 2014),  Truck Traffic: 18%,  Features Intersected: I-25,  Facility Carried by Structure: Country Club Road
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 1.955,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: ABL,  Location: Cheyenne (Lat: 41.160592,  Lng: -104.839147),  Route carried "on" structure: Interstate 25,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,150 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,854 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Lake Absarraca
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.681,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2017,  Underwater Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ABM,  Location: Cheyenne (Lat: 41.160569,  Lng: -104.839286),  Route carried "on" structure: Interstate 25,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10,608 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,231 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Lake Absarraca
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.672,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2017,  Underwater Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ABN,  Location: Cheyenne (Lat: 41.161458,  Lng: -104.839364),  Route carried "on" structure: Interstate 25,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,150 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,854 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Lake Absarraca
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.779,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2017,  Underwater Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ABO,  Location: Cheyenne (Lat: 41.161436,  Lng: -104.839511),  Route carried "on" structure: Interstate 25,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10,608 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,231 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Lake Absarraca
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.977,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2017,  Underwater Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ABP,  Location: Vandehei Ave Cheyenne (Lat: 41.183661,  Lng: -104.838461),  Route carried "on" structure: City street 4062,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 1,300 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,373 (year 2033),  Design Load: H 20,  Features Intersected: I-25,  Facility Carried by Structure: Vandehei Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.056,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.70m (208.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: ABP,  Location: Vandehei Ave Cheyenne (Lat: 41.183661,  Lng: -104.838461),  Route carried "under" structure: Interstate 25,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 7,815 (year 2014),  Truck Traffic: 13%,  Features Intersected: I-25,  Facility Carried by Structure: Vandehei Avenue
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 22.257,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: ABP,  Location: Vandehei Ave Cheyenne (Lat: 41.183661,  Lng: -104.838461),  Route carried "under" structure: Interstate 25,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 7,815 (year 2014),  Truck Traffic: 14%,  Features Intersected: I-25,  Facility Carried by Structure: Vandehei Avenue
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 22.257,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: AYU,  Location: Laramie - Cheyenne (Lat: 41.114772,  Lng: -104.860861),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 7,216 (year 2016),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,809 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: UP RR/US 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 577.688,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: January 2017,  Other Special Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AYU,  Location: Laramie - Cheyenne (Lat: 41.114772,  Lng: -104.860861),  Route carried "under" structure: Business US 56,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,196 (year 2014),  Truck Traffic: 24%,  Features Intersected: UP RR/US 30,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 7.94m (26.05ft),  Kilometerpoint: 57.864,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: AYV,  Location: Laramie - Cheyenne (Lat: 41.114872,  Lng: -104.860597),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 7,444 (year 2016),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,992 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: UP RR/US 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 577.684,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: January 2017,  Other Special Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AYV,  Location: Laramie - Cheyenne (Lat: 41.114872,  Lng: -104.860597),  Route carried "under" structure: Business US 56,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,196 (year 2014),  Truck Traffic: 24%,  Features Intersected: UP RR/US 30,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 7.94m (26.05ft),  Kilometerpoint: 57.864,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: AYZ,  Location: Cheyenne (Lat: 41.115300,  Lng: -104.843844),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,159 (year 2016),  Truck Traffic: 46%,  Average Future Daily Traffic: 12,184 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: U-4016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 579.173,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $7,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AYZ,  Location: Cheyenne (Lat: 41.115300,  Lng: -104.843844),  Route carried "under" structure: City street 4016,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,130 (year 2013),  Truck Traffic: 3%,  Features Intersected: U-4016,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.4m (4.6ft)

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Structure Number: AZA,  Location: Cheyenne (Lat: 41.115506,  Lng: -104.843833),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,494 (year 2016),  Truck Traffic: 46%,  Average Future Daily Traffic: 12,384 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: U-4016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 579.175,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AZA,  Location: Cheyenne (Lat: 41.115506,  Lng: -104.843833),  Route carried "under" structure: City street 4016,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,330 (year 2013),  Truck Traffic: 3%,  Features Intersected: U-4016,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.4m (4.6ft)

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Structure Number: AZB,  Location: Cheyenne (Lat: 41.115978,  Lng: -104.840536),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,159 (year 2016),  Truck Traffic: 46%,  Average Future Daily Traffic: 12,184 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 579.461,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017
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Structure Number: AZD,  Location: Parsley Blvd-Cheyenne (Lat: 41.116061,  Lng: -104.828789),  Route carried "on" structure: City street 4017,  Year Built: 1965,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 2,959 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,470 (year 2036),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: County Road 124-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.152,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.10m (193.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $350,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other,  Deck Protection: Other
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Structure Number: AZD,  Location: Parsley Blvd-Cheyenne (Lat: 41.116061,  Lng: -104.828789),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,062 (year 2014),  Truck Traffic: 46%,  Features Intersected: I-80,  Facility Carried by Structure: County Road 124-1
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 580.619,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: AZD,  Location: Parsley Blvd-Cheyenne (Lat: 41.116061,  Lng: -104.828789),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,062 (year 2014),  Truck Traffic: 46%,  Features Intersected: I-80,  Facility Carried by Structure: County Road 124-1
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 580.619,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: AZF,  Location: Cheyenne (Lat: 41.118189,  Lng: -104.809761),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 9,159 (year 2016),  Truck Traffic: 46%,  Average Future Daily Traffic: 12,184 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Walterscheid Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 582.064,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AZG,  Location: Cheyenne (Lat: 41.118375,  Lng: -104.809783),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 9,494 (year 2016),  Truck Traffic: 46%,  Average Future Daily Traffic: 12,384 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Walterscheid Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.207,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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