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Bridge Statistics for Lawrence, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lawrence, KS, Kansas, Kansas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 35 Total length: 189 meters (620ft) Total costs: $4,714,000 Total average daily traffic: 561,689 Total average daily truck traffic: 74,385 National Bridge Inventory (NBI) Registered Bridges for Lawrence
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 415350233203066, Location: .31 MI. N & 1 MI. W, US59 (Lat: 38.926667, Lng: -95.280000), Route carried "on" structure: City street 3203, Year Built: 1979, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,320 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 13,700 (year 2015), Design Load: HS 20, Features Intersected: E. BR. YANKEE TANK CREEK, Facility Carried by Structure: KASOLD DRIVE Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 415350233206002, Location: .44 mi e US 59 (Lat: 38.931667, Lng: -95.253333), Route carried "on" structure: City street 3206, Year Built: 1971, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 5,940 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 8,000 (year 2015), Design Load: HS 15, Features Intersected: NAISMITH CREEK, Facility Carried by Structure: 27TH 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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 415350233210014, Location: .78 mi. w us59 (Lat: 38.940000, Lng: -95.276667), Route carried "on" structure: City street 3210, Year Built: 1980, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 23,950 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 30,000 (year 2015), Design Load: HS 20, Features Intersected: E. BR. YANKEE TANK CREEK, Facility Carried by Structure: 23RD STREET Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 69.8m (229.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 415350233210044, Location: 1.23 mi. w us 59 (Lat: 38.940000, Lng: -95.283333), Route carried "on" structure: City street 3210, Year Built: 1930, Year Reconstructed: 1980, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 13,995 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 18,000 (year 2015), Design Load: HS 20, Features Intersected: QUAIL CREEK, Facility Carried by Structure: 23RD STREET Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 71.6m (234.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 415350233210054, Location: 1.61 mi. w us59 (Lat: 38.940000, Lng: -95.291667), Route carried "on" structure: City street 3210, Year Built: 1930, Year Reconstructed: 1980, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 13,000 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 17,000 (year 2015), Design Load: HS 20, Features Intersected: HIDDEN VALLEY TRIBUTARY, Facility Carried by Structure: 23RD STREET Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 51.9m (170.3ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 415350233216003, Location: .71 mi. w us 59 (Lat: 38.955000, Lng: -95.275000), Route carried "on" structure: City street 3216, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10,000 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 13,000 (year 2015), Design Load: H 20, Features Intersected: E. BR. YANKEE TANK CREEK, Facility Carried by Structure: 15TH STREET Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, 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: 0.0m, Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 33.2m (108.9ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 515350230000004, Location: 21st & naismith (Lat: 38.943333, Lng: -95.251667), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,914 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 3,002 (year 2015), Design Load: HS 20, Features Intersected: TRIB. WAKARUSA RIVER, Facility Carried by Structure: 21ST STREET Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 515350230000005, Location: 22nd & naismith (Lat: 38.941667, Lng: -95.251667), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 646 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 684 (year 2015), Design Load: HS 20, Features Intersected: TRIB. WAKARUSA RIVER, Facility Carried by Structure: 22ND STREET Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 515350230000006, Location: 22nd terr & naismith (Lat: 38.941667, Lng: -95.251667), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,003 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2015), Design Load: HS 20, Features Intersected: TRIB. WAKARUSA RIVER, Facility Carried by Structure: 22ND ST. TERRACE Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999901000230231, Location: 1.75 MI E US59 (Lat: 38.942778, Lng: -95.227778), Route carried "on" structure: State highway 10, Year Built: 1931, Year Reconstructed: 1971, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 31,500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 62,678 (year 2027), Design Load: H 15, Features Intersected: LOCAL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.923, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.34m (24.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $29,000, Total Project Cost: $434,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999904000230031, Location: 0.02 MI W WJCT US59 (Lat: 38.972500, Lng: -95.260833), Route carried "on" structure: US 40, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 26,400 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 72,764 (year 2027), Design Load: H 20, Features Intersected: ACCESS KTA TO SB 59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 616.600, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Culverts: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $94,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999904000230041, Location: 0.01 MI E WJCT US59 (Lat: 38.972778, Lng: -95.260278), Route carried "on" structure: US 40, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 51,724 (year 2027), Design Load: H 20, Features Intersected: NB ACCESS TO KTA 59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 616.649, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Culverts: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $94,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999904000230071, Location: 1.16 MI SOUTH OF 59 N JCT (Lat: 38.984167, Lng: -95.234722), Route carried "on" structure: US 40, Year Built: 1938, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 32,947 (year 2027), Design Load: H 15, Features Intersected: US 40 STREET DRAINAGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 619.978, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.78m (2.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $2,000, Total Project Cost: $26,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999904000230811, Location: 1.45 MI EAST OF59 S JCT (Lat: 38.975278, Lng: -95.235556), Route carried "on" structure: US 40, Year Built: 1978, Status: Open, Structure Length: 34.37m (112.76ft), Average Daily Traffic: 11,850 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 20,991 (year 2027), Design Load: HS 20, Features Intersected: KANSAS RIVER, ATSFRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 618.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 34.37m (112.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2006, Underwater Inspection Date: August 2005, Bridge Improvement Cost: $726,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,089,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999904000230821, Location: 1.45 MI EAST OF 59 S JCT (Lat: 38.974722, Lng: -95.235278), Route carried "on" structure: US 40, Year Built: 1979, Status: Open, Structure Length: 34.10m (111.88ft), Average Daily Traffic: 11,850 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 20,991 (year 2027), Design Load: HS 20, Features Intersected: KANSAS RIVER, ATSFRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 618.934, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 34.10m (111.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2006, Underwater Inspection Date: August 2005, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,081,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999905900230221, Location: 0.75 MI N K10 (Lat: 38.953611, Lng: -95.260000), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 2,086 (year 1986), Truck Traffic: 2%, Average Future Daily Traffic: 2,858 (year 2027), Design Load: HS 20, Features Intersected: US59 HWY, Facility Carried by Structure: IRVING HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999907000230083, Location: JCT I70 (KTA)/US40 & 59 (Lat: 38.992778, Lng: -95.233056), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 15,000 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 31,626 (year 2027), Design Load: HS 20, Features Intersected: US-40 & 59 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 622.574, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.32m (17.45ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000 ( 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: 999907000230403, Location: 13.26 MI E SHAWNEE CL (Lat: 38.990000, Lng: -95.260556), Route carried "on" structure: City street 3213, Year Built: 1956, Year Reconstructed: 1980, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 6,220 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 8,521 (year 2027), Features Intersected: I-70 HWY (KTA) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $212,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999907000230413, Location: 1.31 MI W US-40 & 59 (Lat: 38.989722, Lng: -95.256944), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 11,765 (year 2004), Truck Traffic: 28%, Average Future Daily Traffic: 16,118 (year 2027), Features Intersected: I-70 HWY (KTA), Facility Carried by Structure: W LAWRENCE INTR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.8m (42.0ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $230,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999907000230423, Location: 0.98 MI W US-40 & 59 (Lat: 38.990278, Lng: -95.251111), Route carried "on" structure: City street 3221, Year Built: 1956, Year Reconstructed: 1983, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 5,700 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 7,809 (year 2027), Features Intersected: I-70 HWY (KTA) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.17m (16.96ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $12,000, Total Project Cost: $187,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999907000230473, Location: 0.27 MI E US-40 & 59 (Lat: 38.993333, Lng: -95.228056), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 14,750 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 29,349 (year 2027), Design Load: HS 20+Mod, Features Intersected: EAST LAWRENCE INT+STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 623.022, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.78m (22.24ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000 ( 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: 999907000230483, Location: 0.26 MI E US-40 & 59 (Lat: 38.993056, Lng: -95.228056), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 14,750 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 29,349 (year 2027), Design Load: HS 20+Mod, Features Intersected: EAST LAWRENCE INT+STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 623.010, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.78m (22.24ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000 ( 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: 999907000230603, Location: JCT I70 (KTA) / US40 & 59 (Lat: 38.992500, Lng: -95.232778), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 15,000 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 31,626 (year 2027), Design Load: HS 20+Mod, Features Intersected: US-40 & 59 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 622.584, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.32m (17.45ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000 ( 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: 999907000230613, Location: O.28 MI E US-40 & 59 (Lat: 38.993056, Lng: -95.227778), Route carried "on" structure: Interstate 70, Year Built: 1956, Status: Open, Structure Length: 7.15m (23.46ft), Average Daily Traffic: 14,750 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 29,349 (year 2027), Design Load: HS 20, Features Intersected: KANSAS RIVER DRAINAGE, Facility Carried by Structure: RP AT E LAWRNC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 623.043, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.15m (23.46ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $154,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999904000230031, Location: 0.02 MI W WJCT US59 (Lat: 38.972500, Lng: -95.260833), Route carried "under" structure: Ramp US 40, Year Built: 1956, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 27,055 (year 2000), Truck Traffic: 21%, Features Intersected: ACCESS KTA TO SB 59 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.7m (22.0ft) Find on map >>
Structure Number: 999904000230041, Location: 0.01 MI E WJCT US59 (Lat: 38.972778, Lng: -95.260278), Route carried "under" structure: Ramp US 40, Year Built: 1956, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 27,055 (year 2000), Truck Traffic: 21%, Features Intersected: NB ACCESS TO KTA 59 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.7m (22.0ft) Find on map >>
Structure Number: 999904000230064, Location: 1.48 MI SOUTH OF 59 N JCT (Lat: 38.980000, Lng: -95.235000), Route carried "under" structure: US 40, Year Built: 1937, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 21%, Features Intersected: US40 HWY, Facility Carried by Structure: UP RAILROAD Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 619.288, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 999905900230221, Location: 0.75 MI N K10 (Lat: 38.953611, Lng: -95.260000), Route carried "under" structure: US 59, Year Built: 1966, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 33,200 (year 2007), Truck Traffic: 21%, Features Intersected: US59 HWY, Facility Carried by Structure: IRVING HILL ROAD Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 246.961, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 999907000230083, Location: JCT I70 (KTA)/US40 & 59 (Lat: 38.992778, Lng: -95.233056), Route carried "under" structure: US 40, Year Built: 1956, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 16,000 (year 2007), Truck Traffic: 21%, Features Intersected: US-40 & 59 HWY, Facility Carried by Structure: I-70 HWY WB (KTA) Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 620.833, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 999907000230403, Location: 13.26 MI E SHAWNEE CL (Lat: 38.990000, Lng: -95.260556), Route carried "under" structure: Interstate 70, Year Built: 1956, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 28,900 (year 2007), Truck Traffic: 21%, Features Intersected: I-70 HWY (KTA), Facility Carried by Structure: URB3213,IOWA ST Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 619.819, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 999907000230413, Location: 1.31 MI W US-40 & 59 (Lat: 38.989722, Lng: -95.256944), Route carried "under" structure: Interstate 70, Year Built: 1956, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 28,900 (year 2007), Truck Traffic: 21%, Features Intersected: I-70 HWY (KTA), Facility Carried by Structure: W LAWRENCE INTR Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 619.819, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 999907000230423, Location: 0.98 MI W US-40 & 59 (Lat: 38.990278, Lng: -95.251111), Route carried "under" structure: Interstate 70, Year Built: 1956, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 30,000 (year 2007), Truck Traffic: 21%, Features Intersected: I-70 HWY (KTA), Facility Carried by Structure: URB3221,MCHGN ST Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 620.497, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 999907000230473, Location: 0.27 MI E US-40 & 59 (Lat: 38.993333, Lng: -95.228056), Route carried "under" structure: Ramp Other road 10, Year Built: 1956, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 12,895 (year 2000), Truck Traffic: 21%, Features Intersected: EAST LAWRENCE INT+STREAM, Facility Carried by Structure: I-70 HWY WB (KTA) Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft) Find on map >>
Structure Number: 999907000230483, Location: 0.26 MI E US-40 & 59 (Lat: 38.993056, Lng: -95.228056), Route carried "under" structure: Ramp Other road 10, Year Built: 1956, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 12,895 (year 2000), Truck Traffic: 21%, Features Intersected: EAST LAWRENCE INT+STREAM, Facility Carried by Structure: I-70 HWY EB (KTA) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft) Find on map >>
Structure Number: 999907000230603, Location: JCT I70 (KTA) / US40 & 59 (Lat: 38.992500, Lng: -95.232778), Route carried "under" structure: US 40, Year Built: 1956, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 16,000 (year 2007), Truck Traffic: 21%, Features Intersected: US-40 & 59 HWY, Facility Carried by Structure: I-70 HWY EB (KTA) Minimum Vertical Clearance: 0.54m (1.77ft), Kilometerpoint: 620.833, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Discuss this city on our hugely popular Kansas forum Back to: Lawrence, KS, Kansas, All US cities.
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