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Bridge Statistics for Junction City, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Junction City, KS, Kansas, Kansas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 204 meters (669ft) Total costs: $7,328,000 Total average daily traffic: 226,945 Total average daily truck traffic: 38,063 National Bridge Inventory (NBI) Registered Bridges for Junction City
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 31003, Location: RUCKER ST. WEST EDGE J.C. (Lat: 39.033333, Lng: -96.858333), Route carried "on" structure: County highway 2201, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,005 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 2,010 (year 2024), Features Intersected: PRICE RAVINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 310031, Location: (E.BOUND) NE EDGE OF J.C. (Lat: 39.061667, Lng: -96.805000), Route carried "on" structure: County highway 2214, Year Built: 1978, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 12,505 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 13,000 (year 2024), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 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: Equal to present desirable criteria, 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 310032, Location: (W.BOUND) NE EDGE OF J.C. (Lat: 39.061667, Lng: -96.805000), Route carried "on" structure: County highway 2214, Year Built: 1993, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 12,505 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 13,000 (year 2024), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 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: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 414150312212001, Location: .06 MI. W EISENHOWER ST. (Lat: 39.036944, Lng: -96.850556), Route carried "on" structure: City street 2212, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,790 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2024), Features Intersected: REPUBLICAN RIVER DRAIN., Facility Carried by Structure: WEST 14TH. ST. 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 continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 414150312216002, Location: 0.95 W. OF GARFIELD (Lat: 39.033333, Lng: -96.836667), Route carried "on" structure: City street 2216, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 12,640 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 15,000 (year 2024), Features Intersected: REPUBLICAN RIVER DRAIN., Facility Carried by Structure: 6TH. ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 9999040B0310351, Location: 0.23 MI E US77 BS (Lat: 39.028056, Lng: -96.825278), Route carried "on" structure: Business US 40, Year Built: 1948, Status: Open, Structure Length: 17.29m (56.73ft), Average Daily Traffic: 7,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 10,101 (year 2027), Design Load: HS 20, Features Intersected: UPRR, MONROE ST, RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 17.29m (56.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,018,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9999040B0310361, Location: 0.70 MI E US77 BS (Lat: 39.028056, Lng: -96.816944), Route carried "on" structure: Business US 40, Year Built: 1948, Status: Open, Structure Length: 12.64m (41.47ft), Average Daily Traffic: 7,070 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 9,522 (year 2027), Design Load: HS 20, Features Intersected: EAST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.573, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 12.64m (41.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $744,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999907000310051, Location: 4.97 MI E DK COLN, WB (Lat: 39.000000, Lng: -96.871944), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 8,300 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 14,702 (year 2027), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.863, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.49m (11.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999907000310061, Location: 4.96 MI E DK COLN, EB (Lat: 39.000000, Lng: -96.871667), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 8,300 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 14,702 (year 2027), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.879, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.49m (11.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999907000310071, Location: JCT US77/I70, NL (Lat: 38.999444, Lng: -96.861111), Route carried "on" structure: Interstate 70, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 11,150 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 21,761 (year 2027), Design Load: HS 20+Mod, Features Intersected: US77 HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.179, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999907000310081, Location: JCT US77/I70, EB (Lat: 38.999167, Lng: -96.860833), Route carried "on" structure: Interstate 70, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 11,150 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 21,761 (year 2027), Design Load: HS 20+Mod, Features Intersected: US77 HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.194, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999907000310091, Location: WJCT US40 BS/I70 WB (Lat: 39.007500, Lng: -96.835000), Route carried "on" structure: Interstate 70, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 11,150 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 21,761 (year 2027), Design Load: HS 20+Mod, Features Intersected: US40 BS ROUTE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 274.716, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.76m (15.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $14,000, Total Project Cost: $215,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 999907000310101, Location: WJCT US40 BS/I70 EB (Lat: 39.007500, Lng: -96.834444), Route carried "on" structure: Interstate 70, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 11,150 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 21,761 (year 2027), Design Load: HS 20+Mod, Features Intersected: US40 BS ROUTE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 274.732, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 999907000310141, Location: 2.05 MI E WJCT 40 BS, WB (Lat: 39.025556, Lng: -96.805278), Route carried "on" structure: Interstate 70, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 27.41m (89.93ft), Average Daily Traffic: 12,400 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 23,282 (year 2027), Design Load: HS 20+Mod, Features Intersected: SMOKY HILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.024, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.41m (89.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,551,000 ( Estimate for 2008), 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: 999907000310151, Location: 2.04 MI E WJCT 40 BS, SL (Lat: 39.025278, Lng: -96.805278), Route carried "on" structure: Interstate 70, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 27.46m (90.09ft), Average Daily Traffic: 12,400 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 23,282 (year 2027), Design Load: HS 20+Mod, Features Intersected: SMOKY HILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.008, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.46m (90.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $829,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,243,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999907000310681, Location: 0.27 MI E WJCT US40 BS NL (Lat: 39.009722, Lng: -96.830556), Route carried "on" structure: Interstate 70, Year Built: 1992, Status: Open, Structure Length: 8.80m (28.87ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 22,397 (year 2027), Design Load: HS 20+Mod, Features Intersected: UP RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.158, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $33,000, Total Project Cost: $498,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999907000310691, Location: 0.27 MI E WJCT -40 BS SL (Lat: 39.009444, Lng: -96.830556), Route carried "on" structure: Interstate 70, Year Built: 1992, Status: Open, Structure Length: 8.80m (28.87ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 22,397 (year 2027), Design Load: HS 20+Mod, Features Intersected: UP RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.142, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $398,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999907000310851, Location: 3.1 MI E K-18/I-70 JCT (Lat: 39.020278, Lng: -96.815833), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 22,397 (year 2027), Features Intersected: EAST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $327,000 ( Estimate for 2008), 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: 999907000310861, Location: 3.1 MI E K-18/I-70 JCT (Lat: 39.020278, Lng: -96.815833), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 22,397 (year 2027), Features Intersected: EAST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.898, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $327,000 ( Estimate for 2008), 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: 999907000310071, Location: JCT US77/I70, NL (Lat: 38.999444, Lng: -96.861111), Route carried "under" structure: US 77, Year Built: 1959, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 9,660 (year 2007), Truck Traffic: 21%, Features Intersected: US77 HIGHWAY, Facility Carried by Structure: I70 HWY, NL Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 245.533, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.5m (47.6ft) Find on map >>
Structure Number: 999907000310081, Location: JCT US77/I70, EB (Lat: 38.999167, Lng: -96.860833), Route carried "under" structure: US 77, Year Built: 1959, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 4,870 (year 2007), Truck Traffic: 21%, Features Intersected: US77 HIGHWAY, Facility Carried by Structure: I70 HWY, EB Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 232.559, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.5m (47.6ft) Find on map >>
Structure Number: 999907000310091, Location: WJCT US40 BS/I70 WB (Lat: 39.007500, Lng: -96.835000), Route carried "under" structure: Business US 40, Year Built: 1960, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 7,500 (year 2007), Truck Traffic: 21%, Features Intersected: US40 BS ROUTE, Facility Carried by Structure: I70 HWY, WB Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 999907000310101, Location: WJCT US40 BS/I70 EB (Lat: 39.007500, Lng: -96.834444), Route carried "under" structure: Business US 40, Year Built: 1960, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 7,500 (year 2007), Truck Traffic: 21%, Features Intersected: US40 BS ROUTE, Facility Carried by Structure: I70 HWY, EB Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 999907000310851, Location: 3.1 MI E K-18/I-70 JCT (Lat: 39.020278, Lng: -96.815833), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,800 (year 2004), Truck Traffic: 21%, Features Intersected: EAST STREET, Facility Carried by Structure: I-70 HWY EB Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 999907000310861, Location: 3.1 MI E K-18/I-70 JCT (Lat: 39.020278, Lng: -96.815833), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,800 (year 2004), Truck Traffic: 21%, Features Intersected: EAST STREET, Facility Carried by Structure: I-70 HWY WB Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 28.0m (91.9ft) Discuss this city on our hugely popular Kansas forum Back to: Junction City, KS, Kansas, All US cities.
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