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

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Structure Number: S030 31293,  Location: JCT US30/281 GRAND ISLAND (Lat: 40.906667,  Lng: -98.383333),  Route carried "on" structure: US 30,  Year Built: 1986,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 10,580 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,754 (year 2026),  Design Load: HS 20,  Features Intersected: US-281/N-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 503.504,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: S030 31379,  Location: IN GRAND ISLAND (Lat: 40.908333,  Lng: -98.358333),  Route carried "on" structure: US 30,  Year Built: 1985,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 14,715 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,130 (year 2026),  Design Load: HS 20,  Features Intersected: BLAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 504.888,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: S030 31389,  Location: IN GRAND ISLAND (Lat: 40.908333,  Lng: -98.358333),  Route carried "on" structure: US 30,  Year Built: 1985,  Status: Open,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 14,715 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,130 (year 2026),  Design Load: HS 20,  Features Intersected: UPRR/W 3RD/ARTHUR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 505.049,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: S281 0689,  Location: IN GRAND ISLAND (Lat: 40.901667,  Lng: -98.383333),  Route carried "on" structure: US 281,  Year Built: 1961,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 20,825 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,279 (year 2026),  Design Load: HS 20,  Features Intersected: OLD US30/UPRR 817-630-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.860,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S281 07202,  Location: IN GRAND ISLAND (Lat: 40.951667,  Lng: -98.375000),  Route carried "on" structure: US 281,  Year Built: 1983,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 4,925 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,634 (year 2026),  Design Load: HS 20,  Features Intersected: BNSF/N-2 098-018-H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.880,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: U10450413,  Location: GRAND ISL LOCUST@STAGCOCH (Lat: 40.890000,  Lng: -98.336667),  Route carried "on" structure: City street 5415,  Year Built: 2002,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 6,780 (year 2006),  Average Future Daily Traffic: 6,780 (year 2026),  Design Load: HS 20,  Features Intersected: N CH PLATTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.557,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 68.4 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $283,000,  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: U10451161,  Location: GR ISLAND CAPITAL@WEBB RD (Lat: 40.940000,  Lng: -98.371667),  Route carried "on" structure: City street 5436,  Year Built: 1957,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,560 (year 2006),  Average Future Daily Traffic: 9,560 (year 2026),  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.215,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: October 2006

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Structure Number: U104513905,  Location: GRAND ISLAND BLAIN @ US34 (Lat: 40.885000,  Lng: -98.355000),  Route carried "on" structure: City street 5405,  Year Built: 1935,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,680 (year 2006),  Average Future Daily Traffic: 2,680 (year 2026),  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.948,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: U10451391,  Location: GRAND ISLAND BLAIN @ US34 (Lat: 40.886667,  Lng: -98.355000),  Route carried "on" structure: City street 5405,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 2,680 (year 2006),  Average Future Daily Traffic: 2,680 (year 2026),  Features Intersected: N CH PLATTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.093,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $268,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: U10451432,  Location: GRAND ISLAND STUHR @ US30 (Lat: 40.920000,  Lng: -98.318333),  Route carried "on" structure: City street 5425,  Year Built: 1988,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,475 (year 2006),  Average Future Daily Traffic: 2,475 (year 2026),  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.828,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: U1045C4315,  Location: SWIFT RD @ MUSEUM DR (Lat: 40.920000,  Lng: -98.306667),  Route carried "on" structure: City street C43,  Year Built: 1995,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 50 (year 2003),  Average Future Daily Traffic: 72 (year 2027),  Design Load: HS 20,  Features Intersected: G.I. SEWER OUTFALL,  Facility Carried by Structure: MUSEUM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: October 2007

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Structure Number: U1045G1405,  Location: NCL GRAND ISLAND (Lat: 40.950000,  Lng: -98.371667),  Route carried "on" structure: City street 5440,  Year Built: 1943,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,895 (year 2006),  Average Future Daily Traffic: 2,895 (year 2026),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.833,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: October 2006

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Structure Number: U1045J3905,  Location: GRAND ISLAND FRONT @ EDDY (Lat: 40.920000,  Lng: -98.341667),  Route carried "on" structure: City street J39,  Year Built: 1950,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,450 (year 2027),  Design Load: Railroad,  Features Intersected: FRONT/UPRR 817-624-B,  Facility Carried by Structure: FRONT/UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: Railroad,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $162,000,  Deck Structure Type: Other

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Structure Number: U1045W3905,  Location: GRAND ISLAND FRONT@SYCMOR (Lat: 40.923333,  Lng: -98.336667),  Route carried "on" structure: City street 39,  Year Built: 1950,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,400 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,930 (year 2027),  Design Load: Railroad,  Features Intersected: SYCAMORE ST 817-620-Y,  Facility Carried by Structure: S FRONT/UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Railroad,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: S030 31293,  Location: JCT US30/281 GRAND ISLAND (Lat: 40.906667,  Lng: -98.383333),  Route carried "under" structure: US 281,  Year Built: 1986,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 24,895 (year 2006),  Features Intersected: US30,  Facility Carried by Structure: US30
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 111.488,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: S030 31379,  Location: IN GRAND ISLAND (Lat: 40.908333,  Lng: -98.358333),  Route carried "under" structure: City street P37,  Year Built: 1985,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 1,500 (year 2006),  Features Intersected: US30,  Facility Carried by Structure: US30
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: S030 31389,  Location: IN GRAND ISLAND (Lat: 40.908333,  Lng: -98.358333),  Route carried "under" structure: City street A20,  Year Built: 1985,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 4,080 (year 2006),  Features Intersected: US30,  Facility Carried by Structure: US30
Minimum Vertical Clearance: 7.97m (26.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: S030 31389,  Location: IN GRAND ISLAND (Lat: 40.908333,  Lng: -98.358333),  Route carried "under" structure: City street I37,  Year Built: 1985,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 500 (year 2006),  Features Intersected: US30,  Facility Carried by Structure: US30
Minimum Vertical Clearance: 7.97m (26.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: S030 31593L,  Location: IN GRAND ISLAND (Lat: 40.921667,  Lng: -98.333333),  Route carried "under" structure: US 30R,  Year Built: 1994,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 8,485 (year 2006),  Truck Traffic: 4%,  Features Intersected: BNSF RR 083-084-B,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 0.96m (3.15ft),  Kilometerpoint: 508.331,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: S030 31593R,  Location: IN GRAND ISLAND (Lat: 40.921667,  Lng: -98.333333),  Route carried "under" structure: US 30,  Year Built: 1996,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 13,540 (year 2006),  Truck Traffic: 5%,  Features Intersected: BNSF RR 083-084-B,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 0.96m (3.15ft),  Kilometerpoint: 508.331,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: S281 0689,  Location: IN GRAND ISLAND (Lat: 40.901667,  Lng: -98.383333),  Route carried "under" structure: City street 5400,  Year Built: 1961,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 2,860 (year 2006),  Features Intersected: US281/N2,  Facility Carried by Structure: US281/N2
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 162.895,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: S281 07202,  Location: IN GRAND ISLAND (Lat: 40.951667,  Lng: -98.375000),  Route carried "under" structure: State highway 2,  Year Built: 1983,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 5,115 (year 2006),  Features Intersected: US281
Minimum Vertical Clearance: 7.94m (26.05ft),  Kilometerpoint: 572.772,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: U104511625,  Location: CAPITAL AVE GRAND ISLAND (Lat: 40.940000,  Lng: -98.341667),  Route carried "under" structure: City street 5430,  Year Built: 1994,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 5,945 (year 2006),  Features Intersected: BNSF RR 083-073-N,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 16.666,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: U1045G163,  Location: 18TH ST GRAND ISLAND (Lat: 40.938333,  Lng: -98.340000),  Route carried "under" structure: City street G16,  Year Built: 1994,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 700 (year 2003),  Truck Traffic: 1%,  Features Intersected: BNSF RR 083-074-V,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: U1045I183,  Location: 4TH ST GRAND ISLAND (Lat: 40.923333,  Lng: -98.335000),  Route carried "under" structure: City street 5424,  Year Built: 1994,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 5,060 (year 2006),  Features Intersected: BNSF RR 083-080-Y,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 163.072,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: U1045J3905,  Location: GRAND ISLAND FRONT @ EDDY (Lat: 40.920000,  Lng: -98.341667),  Route carried "under" structure: City street 5413,  Year Built: 1950,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 12,225 (year 2003),  Features Intersected: FRONT ST/UPRR 817-624-B,  Facility Carried by Structure: FRONT/UPRR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 161.914,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: U1045P163,  Location: 10TH ST GRAND ISLAND (Lat: 40.935000,  Lng: -98.336667),  Route carried "under" structure: City street 5428,  Year Built: 1994,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 5,485 (year 2006),  Features Intersected: BNSF RR 083-076-J,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 162.718,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: U1045W3905,  Location: GRAND ISLAND FRONT@SYCMOR (Lat: 40.923333,  Lng: -98.336667),  Route carried "under" structure: City street 5419,  Year Built: 1950,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,310 (year 2003),  Features Intersected: S FRONT ST/UPRR817-620-Y,  Facility Carried by Structure: S FRONT/UPRR
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 161.286,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.4m (30.8ft)