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

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Structure Number: 1420001S,  Location: 2.5 MILES WEST OF FORT LA (Lat: 42.201139,  Lng: -104.560028),  Route carried "on" structure: ServiceFederal lands road 400,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 25 (year 2010),  Average Future Daily Traffic: 50 (year 2030),  Design Load: HS 20,  Features Intersected: LARAMIE RIVER,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $26,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1420003P,  Location: 0.6 MILES WEST OF FORT LA (Lat: 42.199611,  Lng: -104.536333),  Route carried "on" structure: Federal lands road ,  Year Built: 1976,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 50 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2030),  Design Load: HS 20,  Features Intersected: LARAMIE RIVER,  Facility Carried by Structure: ENTRANCE ROAD (FUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: National Park Service,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 67.1 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $14,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1420004P,  Location: 2.5 MILES WEST OF FORT LA (Lat: 42.198361,  Lng: -104.558583),  Route carried "on" structure: Federal lands road ,  Year Built: 1976,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 125 (year 2031),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $14,000 ( Estimate for 2015)

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Structure Number: BXQ,  Location: Guernsey - Lingle (Lat: 42.235311,  Lng: -104.556097),  Route carried "on" structure: US 26,  Year Built: 1969,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,652 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 2,313 (year 2041),  Design Load: HS 20,  Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.811,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: BXR,  Location: Guernsey - Lingle (Lat: 42.189600,  Lng: -104.464069),  Route carried "on" structure: US 26,  Year Built: 1954,  Status: Posted for load,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 2,547 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,566 (year 2041),  Design Load: H 20,  Features Intersected: Sand Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.096,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CPN,  Location: Fort Laramie - West (Lat: 42.210836,  Lng: -104.533333),  Route carried "on" structure: State highway 160,  Year Built: 1958,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 377 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 528 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.244,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: FAL,  Location: Ft. Laramie (Lat: 42.218197,  Lng: -104.517714),  Route carried "on" structure: County highway 15G,  Year Built: 1973,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 196 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 274 (year 2041),  Design Load: HS 20,  Features Intersected: Interstate Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $72,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FAM,  Location: 1 Mi. S. Of Ft. Laramie (Lat: 42.194250,  Lng: -104.528872),  Route carried "on" structure: County highway 15E,  Year Built: 1973,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 88 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 123 (year 2041),  Design Load: HS 20,  Features Intersected: Fort Laramie Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.148,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $60,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels

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Structure Number: FAN,  Location: 3 Mi. W. Of Ft. Laramie (Lat: 42.198886,  Lng: -104.567167),  Route carried "on" structure: County highway 84A,  Year Built: 1973,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 377 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 528 (year 2041),  Design Load: HS 20,  Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.269,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $60,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels

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Structure Number: FAO,  Location: 3 Mi. S.W. Of Ft Laramie (Lat: 42.196394,  Lng: -104.571650),  Route carried "on" structure: County highway 84A,  Year Built: 1973,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 377 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 528 (year 2041),  Design Load: HS 20,  Features Intersected: Fort Laramie Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.779,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $46,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels

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Structure Number: FHA,  Location: 1 Mile Sw. Of Ft. Laramie (Lat: 42.200964,  Lng: -104.535717),  Route carried "on" structure: County highway 15E,  Year Built: 1977,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 88 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 123 (year 2041),  Design Load: HS 20,  Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $32,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place