Bridge Statistics for North Platte, Nebraska (NE) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: S080 17718,  Location: NORTH PLATTE S INTRCHG (Lat: 41.106667,  Lng: -100.756667),  Route carried "on" structure: US 83,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 9,580 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,933 (year 2027),  Design Load: HS 20,  Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.150,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $789,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $867,000,  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: S080 17719,  Location: NORTH PLATTE S INTRCHG (Lat: 41.106667,  Lng: -100.756667),  Route carried "on" structure: US 83,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 9,580 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,933 (year 2027),  Design Load: HS 20,  Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.150,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $789,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $867,000,  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: S083 08198L,  Location: IN NORTH PLATTE (Lat: 41.116667,  Lng: -100.756667),  Route carried "on" structure: US 83R,  Year Built: 1974,  Status: Open,  Structure Length: 17.16m (56.30ft),  Average Daily Traffic: 5,655 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,213 (year 2027),  Design Load: HS 20,  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: US83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.906,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: S083 08198R,  Location: IN NORTH PLATTE (Lat: 41.116667,  Lng: -100.756667),  Route carried "on" structure: US 83,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 17.16m (56.30ft),  Average Daily Traffic: 7,998 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,797 (year 2027),  Design Load: HS 20,  Features Intersected: SOUTH PLATTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.906,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: S083 08355,  Location: IN NORTH PLATTE (Lat: 41.136667,  Lng: -100.756667),  Route carried "on" structure: US 83,  Year Built: 1936,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 11,005 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,307 (year 2027),  Design Load: H 20,  Features Intersected: FRONT ST/UPRR 817-969-W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.432,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  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: U177505705P,  Location: JCT I80/US83 .8S 2.1E (Lat: 41.100000,  Lng: -100.721667),  Route carried "on" structure: City street 1595,  Year Built: 1981,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,390 (year 2007),  Average Future Daily Traffic: 2,390 (year 2027),  Design Load: HS 20,  Features Intersected: FREMONT SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: U17751571,  Location: Burlington Blvd @ Bicent (Lat: 41.123333,  Lng: -100.733333),  Route carried "on" structure: City street 5823,  Year Built: 1935,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 455 (year 2007),  Average Future Daily Traffic: 455 (year 2027),  Features Intersected: Burlington Ditch @ Bicen
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.238,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: U17752341,  Location: JCT I80/US83 1.7W 3.5N (Lat: 41.156667,  Lng: -100.790000),  Route carried "on" structure: City street 5805,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 160 (year 2007),  Average Future Daily Traffic: 160 (year 2027),  Design Load: HS 20,  Features Intersected: Scout Creek @ Scout Rest
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: U177524415,  Location: JCT I80/US83 1.5S .3E (Lat: 41.086667,  Lng: -100.755000),  Route carried "on" structure: City street 1480,  Year Built: 1935,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 2,450 (year 2007),  Average Future Daily Traffic: 2,450 (year 2027),  Features Intersected: NPPD TAILRACE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.776,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2008,  Other Special Inspection Date: October 1996,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $443,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: U17752512,  Location: N PLATTE BUFFALO BILL AVE (Lat: 41.138333,  Lng: -100.788333),  Route carried "on" structure: City street 5805,  Year Built: 1989,  Status: Open,  Structure Length: 43.40m (142.39ft),  Average Daily Traffic: 7,150 (year 2007),  Average Future Daily Traffic: 7,150 (year 2027),  Design Load: HS 20,  Features Intersected: FRNT ST/UPRR 816-151-W,  Facility Carried by Structure: BUFFALO BILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.861,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: U17752513,  Location: JCT I80/US83 1.5W 3.4N (Lat: 41.156667,  Lng: -100.788333),  Route carried "on" structure: City street 5805,  Year Built: 1991,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 160 (year 2007),  Average Future Daily Traffic: 160 (year 2027),  Design Load: HS 20,  Features Intersected: Scout Crk @ Buffalo Bill
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.936,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: U177525305P,  Location: .5S NORTH PLATTE (Lat: 41.091667,  Lng: -100.766667),  Route carried "on" structure: City street P253,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 250 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 362 (year 2027),  Features Intersected: FREMONT SLOUGH,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum 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),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: U1775A5305,  Location: NORTH PLATTE WILLOW@FRONT (Lat: 41.136667,  Lng: -100.766667),  Route carried "on" structure: City street 5817,  Year Built: 1981,  Status: Open,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 6,190 (year 2007),  Average Future Daily Traffic: 6,190 (year 2027),  Design Load: HS 20,  Features Intersected: FRONT ST/UPRR 817-970-R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.088,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: U1775D4005,  Location: SE CL NORTH PLATTE (Lat: 41.106667,  Lng: -100.751667),  Route carried "on" structure: City street D40,  Year Built: 1964,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,450 (year 2027),  Design Load: H 20,  Features Intersected: NPPD POWER CANAL,  Facility Carried by Structure: TECH COLLEGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: May 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: S080 17718,  Location: NORTH PLATTE S INTRCHG (Lat: 41.106667,  Lng: -100.756667),  Route carried "under" structure: Interstate 80,  Year Built: 1966,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 15,520 (year 2007),  Features Intersected: US83,  Facility Carried by Structure: SB-US83
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 285.083,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: S080 17719,  Location: NORTH PLATTE S INTRCHG (Lat: 41.106667,  Lng: -100.756667),  Route carried "under" structure: Interstate 80,  Year Built: 1966,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 15,520 (year 2007),  Features Intersected: US83,  Facility Carried by Structure: NB-US83
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 285.099,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: S083 08355,  Location: IN NORTH PLATTE (Lat: 41.136667,  Lng: -100.756667),  Route carried "under" structure: City street 5814,  Year Built: 1936,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 920 (year 2007),  Features Intersected: US30/US83,  Facility Carried by Structure: US83
Minimum Vertical Clearance: 0.69m (2.26ft),  Kilometerpoint: 16.518,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: U17752512,  Location: N PLATTE BUFFALO BILL AVE (Lat: 41.138333,  Lng: -100.788333),  Route carried "under" structure: City street P36,  Year Built: 1989,  Structure Length: 43.40m (142.39ft),  Average Daily Traffic: 3,890 (year 2007),  Features Intersected: FAU5805/BUFFALO BILL AVE,  Facility Carried by Structure: BUFFALO BILL AVE
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: U17752512,  Location: N PLATTE BUFFALO BILL AVE (Lat: 41.138333,  Lng: -100.788333),  Route carried "under" structure: City street 5814,  Year Built: 1989,  Structure Length: 43.40m (142.39ft),  Average Daily Traffic: 3,890 (year 2007),  Features Intersected: FAU5805/BUFFALO BILL AVE,  Facility Carried by Structure: BUFFALO BILL AVE
Minimum Vertical Clearance: 8.22m (26.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: U17752512,  Location: N PLATTE BUFFALO BILL AVE (Lat: 41.138333,  Lng: -100.788333),  Route carried "under" structure: City street P136,  Year Built: 1989,  Structure Length: 43.40m (142.39ft),  Average Daily Traffic: 3,890 (year 2007),  Features Intersected: FAU5805/BUFFALO BILL AVE,  Facility Carried by Structure: BUFFALO BILL AVE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: U1775A5305,  Location: NORTH PLATTE WILLOW@FRONT (Lat: 41.136667,  Lng: -100.766667),  Route carried "under" structure: City street P53,  Year Built: 1981,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 3,960 (year 2007),  Features Intersected: WILLOWST/FAU 5817,  Facility Carried by Structure: WILLOW ST/FAU 5817
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: U1775A5305,  Location: NORTH PLATTE WILLOW@FRONT (Lat: 41.136667,  Lng: -100.766667),  Route carried "under" structure: City street 5814,  Year Built: 1981,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 3,960 (year 2007),  Features Intersected: WILLOW ST/FAU 5817,  Facility Carried by Structure: WILLOW ST/FAU 5817
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: U1775A5305,  Location: NORTH PLATTE WILLOW@FRONT (Lat: 41.136667,  Lng: -100.766667),  Route carried "under" structure: City street P53,  Year Built: 1981,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 3,960 (year 2007),  Features Intersected: WILLOW ST/FAU 5817,  Facility Carried by Structure: WILLOW ST/FAU 5817
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)