Bridge Statistics for Alliance, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 72ft / 22.1mTotal length
- 29,805Total average daily traffic
- 1,790Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alliance
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 11950-1959
- 11960-1969
- 11980-1989
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 66.7%Very good
- 33.3%Good
- Bridge Condition - Superstructure
- 66.7%Very good
- 33.3%Good
- Bridge Condition - Substructure
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Channel
- 20.0%Excellent
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- Bridge Condition - Culverts
- 40.0%Very good
- 60.0%Good
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Structure Number: S002 05734, Location: 10W HEMINGFORD (Lat: 42.322600, Lng: -103.264500), Route carried "on" structure: State highway 2, Year Built: 1948, Year Reconstructed: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 790 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,106 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: S002 05734, Location: 10W HEMINGFORD (Lat: 42.322600, Lng: -103.264500), Route carried "on" structure: State highway 2, Year Built: 1948, Year Reconstructed: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 790 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,106 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: S002 08779, Location: 0E ALLIANCE (Lat: 42.094800, Lng: -102.851400), Route carried "on" structure: State highway 2, Year Built: 1991, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 3,180 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,180 (year 2038), Features Intersected: BNSF RR 064-765-C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.128, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S002 08779, Location: 0E ALLIANCE (Lat: 42.094800, Lng: -102.851400), Route carried "on" structure: State highway 2, Year Built: 1991, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 3,180 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,180 (year 2038), Features Intersected: BNSF RR 064-765-C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.128, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S385 10577, Location: 4SW ALLIANCE (Lat: 42.052100, Lng: -102.910300), Route carried "on" structure: US 385, Year Built: 1957, Year Reconstructed: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,885 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,468 (year 2038), Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.022, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020
Structure Number: S385 10577, Location: 4SW ALLIANCE (Lat: 42.052100, Lng: -102.910300), Route carried "on" structure: US 385, Year Built: 1957, Year Reconstructed: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,885 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,468 (year 2038), Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.022, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020
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Structure Number: S385 11229, Location: 6S BEREA (Lat: 42.140600, Lng: -102.918500), Route carried "on" structure: US 385, Year Built: 1944, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,980 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 3,546 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.071, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020
Structure Number: S385 11229, Location: 6S BEREA (Lat: 42.140600, Lng: -102.918500), Route carried "on" structure: US 385, Year Built: 1944, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,980 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 3,546 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.071, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020
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Structure Number: S385 11441A, Location: NJCT US385/N2 2.5SE (Lat: 42.166600, Lng: -102.940000), Route carried "on" structure: County highway 440, Year Built: 1966, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,500 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 2,025 (year 2033), Features Intersected: STREAM, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: S385 11441A, Location: NJCT US385/N2 2.5SE (Lat: 42.166600, Lng: -102.940000), Route carried "on" structure: County highway 440, Year Built: 1966, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,500 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 2,025 (year 2033), Features Intersected: STREAM, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: U00400483, Location: ALLIANCE (Lat: 42.104000, Lng: -102.888000), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,305 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,911 (year 2038), Features Intersected: BNSF RR, Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.4m (129.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: U00400483, Location: ALLIANCE (Lat: 42.104000, Lng: -102.888000), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,305 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,911 (year 2038), Features Intersected: BNSF RR, Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.4m (129.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: U004035003, Location: ALLIANCE KANSAS ST @ CODY (Lat: 42.089600, Lng: -102.885900), Route carried "on" structure: City street 6250, Year Built: 1982, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,215 (year 2013), Average Future Daily Traffic: 1,215 (year 2033), Design Load: HS 20, Features Intersected: BNSF RR 089-112-X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: U004035003, Location: ALLIANCE KANSAS ST @ CODY (Lat: 42.089600, Lng: -102.885900), Route carried "on" structure: City street 6250, Year Built: 1982, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,215 (year 2013), Average Future Daily Traffic: 1,215 (year 2033), Design Load: HS 20, Features Intersected: BNSF RR 089-112-X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: U004035005, Location: EJCT US385/N2 .5S .1E (Lat: 42.090200, Lng: -102.858200), Route carried "on" structure: City street 6250, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 910 (year 2013), Average Future Daily Traffic: 910 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.427, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: U004035005, Location: EJCT US385/N2 .5S .1E (Lat: 42.090200, Lng: -102.858200), Route carried "on" structure: City street 6250, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 910 (year 2013), Average Future Daily Traffic: 910 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.427, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: S002 08613, Location: IN ALLIANCE (Lat: 42.096900, Lng: -102.882300), Route carried "under" structure: State highway 2, Year Built: 1937, Structure Length: 0. m, Average Daily Traffic: 10,125 (year 2007), Truck Traffic: 4%, Features Intersected: BNSF RR 089-015-N, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 13.858, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: S002 08613, Location: IN ALLIANCE (Lat: 42.096900, Lng: -102.882300), Route carried "under" structure: State highway 2, Year Built: 1937, Structure Length: 0. m, Average Daily Traffic: 10,125 (year 2007), Truck Traffic: 4%, Features Intersected: BNSF RR 089-015-N, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 13.858, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: U0040L5905, Location: ALLIANCE POTASH @ 1ST (Lat: 42.094600, Lng: -102.860800), Route carried "under" structure: City street 6263, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 1,915 (year 2007), Features Intersected: BNSF RR 064-767-R, Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 16.143, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft)
Structure Number: U0040L5905, Location: ALLIANCE POTASH @ 1ST (Lat: 42.094600, Lng: -102.860800), Route carried "under" structure: City street 6263, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 1,915 (year 2007), Features Intersected: BNSF RR 064-767-R, Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 16.143, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft)