Bridge Statistics for Lingle, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 167ft / 50.8mTotal length
- $556,000Total costs
- 9,078Total average daily traffic
- 1,769Total average daily truck traffic
- 12,706Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lingle
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21950-1959
- 61970-1979
- 31980-1989
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 6.7%Very good
- 26.7%Good
- 53.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 66.7%Good
- 20.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 6.7%Very good
- 33.3%Good
- 53.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 66.7%Good
- 13.3%Satisfactory
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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