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Bridge Statistics for Kearney, Nebraska (NE) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kearney, NE, Nebraska, Nebraska forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 22 Total length: 164 meters (538ft) Total costs: $634,000 Total average daily traffic: 99,646 Total average daily truck traffic: 1,154 National Bridge Inventory (NBI) Registered Bridges for Kearney
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: S030 27198, Location: IN KEARNEY (Lat: 40.700000, Lng: -99.100000), Route carried "on" structure: US 30, Year Built: 1936, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,470 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 14,658 (year 2026), Features Intersected: KEARNEY CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 437.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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, Inspection Date: September 2007 Find on map >>
Structure Number: S080 27264, Location: KEARNEY INTRCHG (Lat: 40.666667, Lng: -99.085000), Route carried "on" structure: State highway 44, Year Built: 1963, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,883 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 11,430 (year 2026), Design Load: HS 20, Features Intersected: I80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.452, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 10.8m (35.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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, Underclear: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: S080 27265, Location: KEARNEY INTRCHG (Lat: 40.666667, Lng: -99.085000), Route carried "on" structure: State highway 44, Year Built: 1963, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,883 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 11,430 (year 2026), Design Load: HS 20, Features Intersected: I80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.452, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 10.8m (35.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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, Underclear: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: U135003315, Location: 30TH AVE KEARNEY (Lat: 40.688333, Lng: -99.120000), Route carried "on" structure: City street 5901, Year Built: 2000, Status: Open, Structure Length: 21.03m (69.00ft), Average Daily Traffic: 3,000 (year 2000), Average Future Daily Traffic: 3,300 (year 2024), Design Load: HS 20, Features Intersected: N RR ST./UPRR, Facility Carried by Structure: 30TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 75.6 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: U1350037, Location: KEARNEY H AVENUE @ 20TH (Lat: 40.690000, Lng: -99.068333), Route carried "on" structure: City street 5931, Year Built: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,105 (year 2006), Average Future Daily Traffic: 5,105 (year 2026), Design Load: HS 20, Features Intersected: 20TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.042, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: U135003701, Location: KEARNEY H AVE @ 21ST ST (Lat: 40.690000, Lng: -99.068333), Route carried "on" structure: City street 5931, Year Built: 1985, Status: Open, Structure Length: 17.47m (57.32ft), Average Daily Traffic: 5,105 (year 2006), Average Future Daily Traffic: 5,105 (year 2026), Design Load: HS 20, Features Intersected: RR/21 ST UPRR 816-147-G Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.268, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: U135003905, Location: .7S 11TH & AVE M (Lat: 40.671667, Lng: -99.066667), Route carried "on" structure: City street 39, Year Built: 1994, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 145 (year 2024), Design Load: HS 20, Features Intersected: N CH PLATTE RIVER, Facility Carried by Structure: AVE M Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, 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: 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: U13500392, Location: AVE M KEARNEY (Lat: 40.691667, Lng: -99.058333), Route carried "on" structure: City street 5923, Year Built: 2002, Status: Open, Structure Length: 38.89m (127.59ft), Average Daily Traffic: 4,215 (year 2006), Average Future Daily Traffic: 4,215 (year 2026), Design Load: HS 20, Features Intersected: N RR ST/HWY 30/UPRR, Facility Carried by Structure: AVE M Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.900, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: U135004305, Location: 1S 11TH & CHERRY AVE (Lat: 40.670000, Lng: -99.023333), Route carried "on" structure: City street 43, Year Built: 1975, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 1997), Average Future Daily Traffic: 14 (year 2024), Features Intersected: N CH PLATTE RIVER, Facility Carried by Structure: CHERRY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $11,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: U13501521, Location: KEARNEY (Lat: 40.683333, Lng: -99.101667), Route carried "on" structure: City street 1860, Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,690 (year 2003), Average Future Daily Traffic: 3,690 (year 2027), Design Load: HS 20, Features Intersected: KEARNEY CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.027, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: U1350A3303, Location: KEARNEY CC LN @ CANAL HTS (Lat: 40.700000, Lng: -99.106667), Route carried "on" structure: City street 5920, Year Built: 1986, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,030 (year 2004), Average Future Daily Traffic: 5,030 (year 2024), Features Intersected: KEARNEY CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.270, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: U1350A3305, Location: KEARNEY CONNER @ COLLEGE (Lat: 40.701667, Lng: -99.101667), Route carried "on" structure: City street A33, Year Built: 1975, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 1997), Average Future Daily Traffic: 72 (year 2024), Features Intersected: KEARNEY CANAL, Facility Carried by Structure: 19TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: U1350A3705, Location: KEARNEY CENTRAL @ LANDON (Lat: 40.671667, Lng: -99.075000), Route carried "on" structure: City street A37, Year Built: 1998, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 150 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 217 (year 2024), Design Load: HS 20, Features Intersected: N CH PLATTE RIVER, Facility Carried by Structure: CENTRAL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $14,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: U1350C5205, Location: KEARNEY 8TH ST @ 2ND AVE (Lat: 40.675000, Lng: -99.083333), Route carried "on" structure: City street C52, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 175 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 253 (year 2024), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 8TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: U1350E5005, Location: KEARNEY N RAILROAD @ 17TH (Lat: 40.688333, Lng: -99.101667), Route carried "on" structure: City street 5904, Year Built: 1998, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,660 (year 2006), Average Future Daily Traffic: 1,660 (year 2026), Design Load: HS 20, Features Intersected: KEARNEY CANAL, Facility Carried by Structure: NO RAILWAY ST/FAU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.493, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $6,000, Total Project Cost: $75,000 Find on map >>
Structure Number: U1350F5205, Location: KEARNEY 4TH ST @ 2ND AVE (Lat: 40.673333, Lng: -99.083333), Route carried "on" structure: City street F52, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 145 (year 2024), Features Intersected: DITCH, Facility Carried by Structure: 4TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: U1350M4805, Location: KEARNEY COLLEGE @ 15TH (Lat: 40.700000, Lng: -99.100000), Route carried "on" structure: City street 5910, Year Built: 1976, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,900 (year 2006), Average Future Daily Traffic: 1,900 (year 2026), Design Load: H 20, Features Intersected: KEARNEY CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.914, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 23.4 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: Better than 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), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $24,000, Total Project Cost: $273,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: S080 27264, Location: KEARNEY INTRCHG (Lat: 40.666667, Lng: -99.085000), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 18,625 (year 2006), Features Intersected: N44, Facility Carried by Structure: SB-N44 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 438.678, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: S080 27265, Location: KEARNEY INTRCHG (Lat: 40.666667, Lng: -99.085000), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 18,625 (year 2006), Features Intersected: N44, Facility Carried by Structure: NB-N44 Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 438.694, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: U1350037, Location: KEARNEY H AVENUE @ 20TH (Lat: 40.690000, Lng: -99.068333), Route carried "under" structure: City street D50, Year Built: 1985, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 300 (year 2006), Features Intersected: H AVE/FAU 5931, Facility Carried by Structure: H AVENUE/FAU 5931 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: U135003701, Location: KEARNEY H AVE @ 21ST ST (Lat: 40.690000, Lng: -99.068333), Route carried "under" structure: City street 5904, Year Built: 1985, Structure Length: 17.47m (57.32ft), Average Daily Traffic: 2,785 (year 2006), Features Intersected: H AVENUE/FAU 5931, Facility Carried by Structure: H AVENUE/FAU 5931 Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: U135003701, Location: KEARNEY H AVE @ 21ST ST (Lat: 40.690000, Lng: -99.068333), Route carried "under" structure: City street C50, Year Built: 1985, Structure Length: 17.47m (57.32ft), Average Daily Traffic: 2,785 (year 2006), Features Intersected: H AVENUE/FAU 5931, Facility Carried by Structure: H AVENUE/FAU 5931 Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Discuss this city on our hugely popular Nebraska forum Back to: Kearney, NE, Nebraska, All US cities.
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