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Bridge Statistics for Merriam, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Merriam, KS, Kansas, Kansas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 108 meters (354ft) Total costs: $4,592,000 Total average daily traffic: 893,630 Total average daily truck traffic: 91,726 National Bridge Inventory (NBI) Registered Bridges for Merriam
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 418600462724003, Location: 0.6 MILES WEST OF I-35 (Lat: 38.015000, Lng: -94.703333), Route carried "on" structure: City street 2724, Year Built: 1936, Year Reconstructed: 1971, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 42,800 (year 2004), Average Future Daily Traffic: 44,000 (year 2027), Design Load: H 15, Features Intersected: TURKEY CREEK TRIBUTARY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,350,000 ( Estimate for 2005) Find on map >>
Structure Number: 418600462724004, Location: 0.5 MILES WEST OF I-35 (Lat: 39.006667, Lng: -94.700000), Route carried "on" structure: City street 2724, Year Built: 1936, Year Reconstructed: 1971, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 42,800 (year 2004), Average Future Daily Traffic: 44,000 (year 2027), Design Load: H 15, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 42.1m (138.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $155,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 418600462724005, Location: 0.2 MILES WEST OF I-35 (Lat: 39.015000, Lng: -94.698333), Route carried "on" structure: City street 2724, Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 42,800 (year 2004), Average Future Daily Traffic: 44,000 (year 2027), Design Load: HS 20, Features Intersected: B.N. R.R. & MERRIAM DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 33.1m (108.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $1,000, Total Project Cost: $56,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 418600462865006, Location: 1 MILE NORTH OF SM PKWY (Lat: 39.025833, Lng: -94.693611), Route carried "on" structure: City street 2865, Year Built: 1954, Year Reconstructed: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 10,800 (year 2004), Average Future Daily Traffic: 10,800 (year 2027), Design Load: H 20, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: October 2004, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $18,000, Total Project Cost: $280,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 418600462865007, Location: 1.0 MI. N. OF JOHNSON DR. (Lat: 39.015556, Lng: -94.693333), Route carried "on" structure: City street 2865, Year Built: 1985, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10,800 (year 2004), Average Future Daily Traffic: 11,000 (year 2027), Design Load: H 20, Features Intersected: TURKEY CREEK TRIBUTARY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 418600462865008, Location: 0.1S OF JOHNSON DRIVE (Lat: 39.015556, Lng: -94.693056), Route carried "on" structure: City street 2865, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,800 (year 2004), Average Future Daily Traffic: 11,000 (year 2027), Design Load: H 20, Features Intersected: TURKEY CREEK TRIB. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 418600462865009, Location: 70th St. & Switzer Rd. (Lat: 39.002222, Lng: -94.705000), Route carried "on" structure: City street 2865, Year Built: 2001, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 10,800 (year 2004), Average Future Daily Traffic: 11,000 (year 2027), Design Load: H 20, Features Intersected: TURKEY CREEK TRIBUTARY, Facility Carried by Structure: Switzer Rd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.3m (7.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 41860046286501, Location: 100' S. of 70th Street (Lat: 39.015556, Lng: -94.693333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,000 (year 2005), Average Future Daily Traffic: 1,200 (year 2025), Features Intersected: TURKEY CREEK TRIBUTARY, Facility Carried by Structure: 70th Terrace Minimum Vertical Clearance: 5.50m (18.04ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 518600460000005, Location: 0.1N OF 75TH. ST. (Lat: 38.995833, Lng: -94.695556), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,200 (year 2004), Truck Traffic: 39%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: WEST FRONTAGE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 51860046T.318.5, Location: 0.3W OF I-35 (Lat: 39.007778, Lng: -94.697778), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 14,500 (year 2004), Average Future Daily Traffic: 14,500 (year 2027), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: 67TH. STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, 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: 51860046T.519.5, Location: 0.2W OF I-35 (Lat: 39.015556, Lng: -94.693056), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 11,900 (year 2004), Average Future Daily Traffic: 12,000 (year 2027), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: JOHNSON DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 999903500462751, Location: JCT 67TH ST/I35 (Lat: 39.007500, Lng: -94.693889), Route carried "on" structure: Interstate 35, Year Built: 1991, Status: Open, Structure Length: 5.35m (17.55ft), Average Daily Traffic: 75,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 92,124 (year 2027), Design Load: HS 20, Features Intersected: 67TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.208, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.1 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.35m (17.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $411,000 ( 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: 999903500462761, Location: JCT 67TH ST/I35 SB (Lat: 39.007222, Lng: -94.693611), Route carried "on" structure: Interstate 35, Year Built: 1991, Status: Open, Structure Length: 5.35m (17.55ft), Average Daily Traffic: 75,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 92,124 (year 2027), Design Load: HS 20, Features Intersected: 67THST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.210, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.1 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.35m (17.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $411,000 ( 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: 999903500462771, Location: JCT JOHNSON DRIVE/I35 SB (Lat: 39.022500, Lng: -94.691389), Route carried "on" structure: Interstate 35, Year Built: 1991, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 65,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 87,546 (year 2027), Design Load: HS 20, Features Intersected: URB2712, JOHNSON DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 368.874, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.95m (16.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500462781, Location: JCT JOHNSON DRIVE/I35 NB (Lat: 39.022222, Lng: -94.691111), Route carried "on" structure: Interstate 35, Year Built: 1991, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 65,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 87,546 (year 2027), Design Load: HS 20, Features Intersected: URB2712, JOHNSON DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 368.890, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.95m (16.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $437,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500463241, Location: 1.3 MI SW OF JO COLINE (Lat: 39.032222, Lng: -96.686944), Route carried "on" structure: Interstate 35, Year Built: 2000, Status: Open, Structure Length: 5.59m (18.34ft), Average Daily Traffic: 65,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 87,546 (year 2027), Design Load: HS 15, Features Intersected: TURKEY CREEK, Facility Carried by Structure: N-W RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 370.253, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.59m (18.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999905600462821, Location: JCT I35/U56 EB (Lat: 39.014722, Lng: -94.692778), Route carried "on" structure: US 56, Year Built: 1991, Status: Open, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 17,950 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 21,902 (year 2027), Design Load: HS 20, Features Intersected: I35 HWY WL-EL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 750.514, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.37m (27.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $33,000, Total Project Cost: $492,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999905600462831, Location: JCT I35/U56 WB (Lat: 39.015000, Lng: -94.692778), Route carried "on" structure: US 56, Year Built: 1991, Status: Open, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 17,950 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 21,902 (year 2027), Design Load: HS 20, Features Intersected: I35 HWY NB-SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 750.516, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.37m (27.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $455,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 418600462724005, Location: 0.2 MILES WEST OF I-35 (Lat: 39.015000, Lng: -94.698333), Route carried "under" structure: City street 2724, Year Built: 1936, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 5,000 (year 2004), Features Intersected: B.N. R.R. & MERRIAM DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 999903500462771, Location: JCT JOHNSON DRIVE/I35 SB (Lat: 39.022500, Lng: -94.691389), Route carried "under" structure: City street 2712, Year Built: 1991, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 19,265 (year 2004), Truck Traffic: 21%, Features Intersected: URB2712, JOHNSON DR, Facility Carried by Structure: I35 HWY SB Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 999903500462781, Location: JCT JOHNSON DRIVE/I35 NB (Lat: 39.022222, Lng: -94.691111), Route carried "under" structure: City street 2712, Year Built: 1991, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 19,265 (year 2004), Truck Traffic: 21%, Features Intersected: URB2712, JOHNSON DR, Facility Carried by Structure: I35 HWY NB Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 999905600462821, Location: JCT I35/U56 EB (Lat: 39.014722, Lng: -94.692778), Route carried "under" structure: Interstate 35, Year Built: 1991, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 134,000 (year 2007), Truck Traffic: 21%, Features Intersected: I35 HWY WL-EL, Facility Carried by Structure: US56 HWY Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 368.017, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 999905600462831, Location: JCT I35/U56 WB (Lat: 39.015000, Lng: -94.692778), Route carried "under" structure: Interstate 35, Year Built: 1991, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 134,000 (year 2007), Truck Traffic: 21%, Features Intersected: I35 HWY NB-SB, Facility Carried by Structure: US56 HWY, WB Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 368.017, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Discuss this city on our hugely popular Kansas forum Back to: Merriam, KS, Kansas, All US cities.
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