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

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Structure Number: BWN,  Location: Lingle - Lusk (Lat: 42.144853,  Lng: -104.342883),  Route carried "on" structure: US 85,  Year Built: 1955,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,303 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,824 (year 2041),  Design Load: HS 20,  Features Intersected: Interstate Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.765,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: EOY,  Location: Torrington-Lingle Road (Lat: 42.103117,  Lng: -104.351469),  Route carried "on" structure: State highway 156,  Year Built: 1985,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 829 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 1,161 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.243,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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 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 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: EOZ,  Location: Torrington-Lingle Road (Lat: 42.104419,  Lng: -104.350872),  Route carried "on" structure: State highway 156,  Year Built: 1985,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 829 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 1,161 (year 2041),  Design Load: HS 20,  Features Intersected: N Platte River Overflow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.396,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: EZM,  Location: T24N R062W S06 (Lat: 42.079311,  Lng: -104.344411),  Route carried "on" structure: County highway 33E,  Year Built: 1974,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 41 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 57 (year 2041),  Design Load: HS 20,  Features Intersected: Fort Laramie Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $45,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: EZO,  Location: 3.5 Miles S.W. Of Lingle (Lat: 42.111181,  Lng: -104.401128),  Route carried "on" structure: County highway 27D,  Year Built: 1974,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 41 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 57 (year 2041),  Design Load: HS 20,  Features Intersected: Fort Laramie Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.340,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $47,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: EZR,  Location: 1.5 Miles N.W. Of Lingle (Lat: 42.161339,  Lng: -104.365308),  Route carried "on" structure: County highway 84C,  Year Built: 1973,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 28 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 39 (year 2041),  Design Load: HS 20,  Features Intersected: Interstate Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.663,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: 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: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $62,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels

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Structure Number: FAA,  Location: 2.5 Mi. N.E. Of Lingle (Lat: 42.161069,  Lng: -104.307750),  Route carried "on" structure: County highway 84D,  Year Built: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 28 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 39 (year 2041),  Design Load: HS 20,  Features Intersected: Rawhide Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.103,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Better than present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $39,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: FAC,  Location: 3 Miles N.E. Of Lingle (Lat: 42.161514,  Lng: -104.287406),  Route carried "on" structure: County highway 39E,  Year Built: 1973,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 41 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 57 (year 2041),  Design Load: HS 20,  Features Intersected: Interstate Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.864,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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,  Deck Structure Type: Concrete Precast Panels

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Structure Number: FAE,  Location: 3.5 Mi N. Of Lingle (Lat: 42.176889,  Lng: -104.306997),  Route carried "on" structure: County highway 33F,  Year Built: 1924,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 41 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 57 (year 2041),  Features Intersected: Interstate Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.227,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 25.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $69,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FAJ,  Location: 2 Miles E. Of Lingle (Lat: 42.146464,  Lng: -104.310878),  Route carried "on" structure: County highway 82C,  Year Built: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 88 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 123 (year 2041),  Design Load: HS 20,  Features Intersected: Rawhide Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.591,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $15,000,  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: FEE,  Location: Lingle - Barnes (Lat: 42.132217,  Lng: -104.384536),  Route carried "on" structure: State highway 157,  Year Built: 1987,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 273 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 382 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.116,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: KMJ,  Location: Torrington-Lingle (Lat: 42.125633,  Lng: -104.327808),  Route carried "on" structure: US 85,  Year Built: 1997,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,366 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,512 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Rawhide Creek,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.794,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: KNG,  Location: Lingle-Veteran (Lat: 42.103511,  Lng: -104.363425),  Route carried "on" structure: County highway 29C,  Year Built: 1996,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 41 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 57 (year 2041),  Design Load: HS 20,  Features Intersected: Fort Laramie Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.975,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.12m (0.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LTG,  Location: 3 Mi S W Of Lingle (Lat: 42.110367,  Lng: -104.372186),  Route carried "on" structure: County highway 78A,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 88 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 123 (year 2041),  Features Intersected: Gid Canal Flood Control
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.933,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $198,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: NEH,  Location: 1.7 Mi N.E. of Lingle (Lat: 42.158306,  Lng: -104.323083),  Route carried "on" structure: County highway 6037,  Year Built: 2019,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 41 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 57 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Willy Draw,  Facility Carried by Structure: Go Cnty Rd 33F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.510,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 81.0 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete