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Bridge Statistics for Paola, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Paola, KS, Kansas, Kansas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 128 meters (420ft) Total costs: $3,997,000 Total average daily traffic: 100,551 Total average daily truck traffic: 14,674 National Bridge Inventory (NBI) Registered Bridges for Paola
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 999906800610331, Location: JCT K68/US169 (Lat: 38.621111, Lng: -94.835833), Route carried "on" structure: State highway 68, Year Built: 1972, Year Reconstructed: 2002, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 6,690 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 15,828 (year 2027), Design Load: HS 20, Features Intersected: US 169, K7 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.445, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.46m (27.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $421,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999916900610261, Location: 1.64 MI S OF K-263 (Lat: 38.553333, Lng: -94.871389), Route carried "on" structure: US 169, Year Built: 1972, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 5,550 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,929 (year 2027), Design Load: HS 20, Features Intersected: BNRR & LOCAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.382, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.24m (23.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999916900610271, Location: 1.25 MI S OF K-263 (Lat: 38.558056, Lng: -94.867500), Route carried "on" structure: US 169, Year Built: 1972, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 5,550 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,929 (year 2027), Design Load: HS 20, Features Intersected: BULL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.53m (31.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999916900610281, Location: 0.70 MI S OF K-263 (Lat: 38.563611, Lng: -94.860000), Route carried "on" structure: City street 1705, Year Built: 1972, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 161 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 221 (year 2027), Design Load: HS 20, Features Intersected: US 169, K7 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $454,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999916900610291, Location: JCT US169 & BAPTISTE DR (Lat: 38.570833, Lng: -94.851111), Route carried "on" structure: US 169, Year Built: 1972, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 6,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,111 (year 2027), Design Load: HS 20, Features Intersected: RS1021, K263 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.039, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, 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: Low Slump Concrete Find on map >>
Structure Number: 999916900610301, Location: 0.77 MI N K263 (Lat: 38.578056, Lng: -94.840000), Route carried "on" structure: US 169, Year Built: 1971, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 6,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,111 (year 2027), Design Load: H 20, Features Intersected: DORSEY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 208.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $5,000, Total Project Cost: $69,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999916900610311, Location: 1.50 MI N K263 (Lat: 38.587222, Lng: -94.834722), Route carried "on" structure: City street 1021, Year Built: 1972, Status: Open, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 150 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 206 (year 2027), Design Load: H 20, Features Intersected: US 169 K7 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.49m (27.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $269,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999916900610321, Location: 0.96 MI S OF K-68 (Lat: 38.609722, Lng: -94.835278), Route carried "on" structure: US 169, Year Built: 1972, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 6,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,111 (year 2027), Design Load: HS 20, Features Intersected: 287TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 211.916, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.34m (14.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $14,000, Total Project Cost: $216,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999916900610961, Location: 1.64 MI S K-263 HIGHWAY (Lat: 38.553333, Lng: -94.871389), Route carried "on" structure: US 169, Year Built: 2005, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 5,550 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,929 (year 2027), Design Load: HS 25, Features Intersected: BNSF RR; LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.382, Lanes on structure: 2, Lanes under structure: 2, 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: 4, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: 7.34m (24.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $333,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999916900610971, Location: 1.25 MI S K-263 HIGHWAY (Lat: 38.558056, Lng: -94.867500), Route carried "on" structure: US 169, Year Built: 2005, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 5,550 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,929 (year 2027), Design Load: HS 25, Features Intersected: BULL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), 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, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.53m (31.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $432,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999916900610981, Location: JCT US-169 & BAPTISTE DR. (Lat: 38.570833, Lng: -94.851111), Route carried "on" structure: US 169, Year Built: 2002, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 6,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,111 (year 2027), Design Load: HS 25, Features Intersected: RS-1021; BAPTISTE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.039, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), 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: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $363,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999916900610991, Location: .96 MI S K-68 HIGHWAY (Lat: 38.609722, Lng: -94.835278), Route carried "on" structure: US 169, Year Built: 2002, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 6,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,111 (year 2027), Design Load: HS 25, Features Intersected: 287TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 211.916, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), 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: 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: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999906800610331, Location: JCT K68/US169 (Lat: 38.621111, Lng: -94.835833), Route carried "under" structure: US 169, Year Built: 1972, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 6,250 (year 2007), Truck Traffic: 21%, Features Intersected: US 169, K7 HWY, Facility Carried by Structure: K68 HWY Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 21.104, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 999916900610281, Location: 0.70 MI S OF K-263 (Lat: 38.563611, Lng: -94.860000), Route carried "under" structure: US 169, Year Built: 1972, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 11,100 (year 2007), Truck Traffic: 21%, Features Intersected: US 169, K7 HWY, Facility Carried by Structure: RS1705, CENTENNIAL Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 200.081, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 999916900610291, Location: JCT US169 & BAPTISTE DR (Lat: 38.570833, Lng: -94.851111), Route carried "under" structure: City street 1021, Year Built: 1972, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 8,700 (year 2003), Truck Traffic: 21%, Features Intersected: RS1021, K263 HWY, Facility Carried by Structure: US169, K7 HWY, SB Minimum Vertical Clearance: 0.66m (2.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 999916900610311, Location: 1.50 MI N K263 (Lat: 38.587222, Lng: -94.834722), Route carried "under" structure: US 169, Year Built: 1972, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 6,100 (year 2007), Truck Traffic: 21%, Features Intersected: US 169 K7 HWY, Facility Carried by Structure: RS1021 Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 204.616, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 999916900610981, Location: JCT US-169 & BAPTISTE DR. (Lat: 38.570833, Lng: -94.851111), Route carried "under" structure: City street 1071, Year Built: 2002, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 8,700 (year 2003), Truck Traffic: 21%, Features Intersected: RS-1021; BAPTISTE DR, Facility Carried by Structure: US-169 HIGHWAY, NB Minimum Vertical Clearance: 0.66m (2.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Discuss this city on our hugely popular Kansas forum Back to: Paola, KS, Kansas, All US cities.
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