Bridge Statistics for Gardner, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 46006, Location: SOUTH OF MAIN ST. (Lat: 38.808022, Lng: -94.944125), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 7,524 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 9,030 (year 2029), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: CENTER ST H.0-4.8
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 460062, Location: IN GARDNER (Lat: 38.822317, Lng: -94.944292), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2029), Design Load: HS 20, Features Intersected: GARDNER LAKE TRIB., Facility Carried by Structure: SKYLARK H.0-5.8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)

Condition: Channel: Good, Culverts: Very good, Operating Rating: 38.7 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009

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Structure Number: 40995046150803, Location: 1 MI N OF 56 HWY (Lat: 38.825639, Lng: -94.943458), Route carried "on" structure: City street _, Year Built: 2004, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 2,484 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 2,980 (year 2029), Design Load: HS 20, Features Intersected: GARDNER LAKE TRIBUTARY, Facility Carried by Structure: 167TH ST H.1-6.0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009

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Structure Number: 50995046000001, Location: GARDNER (Lat: 38.816497, Lng: -94.918211), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,362 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 6,430 (year 2029), Design Load: HS 20, Features Intersected: KILL CREEK, Facility Carried by Structure: MADISON H.5-5.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009

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Structure Number: 509950460000011, Location: 0.1 W OF WAVERLY RD. (Lat: 38.821739, Lng: -94.946689), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 200 (year 2009), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: KILL CREEK TRIB., Facility Carried by Structure: MADISON ST F.9-5.5
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)

Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2009

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Structure Number: 509950460000012, Location: 0.1 W OF WAVERLY RD. (Lat: 38.821669, Lng: -94.951289), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 50 (year 2009), Design Load: HS 20, Features Intersected: KILL CREEK TRIB., Facility Carried by Structure: 170TH TERR F.9-5.6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)

Condition: Channel: Good, Culverts: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2009

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Structure Number: 50995046000002, Location: IN GARDNER (Lat: 38.810989, Lng: -94.909506), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 4,831 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2029), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: SANTE FE I.8-5.0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009

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Structure Number: 50995046000003, Location: 0.2MI WEST OF WAVERLY (Lat: 38.825747, Lng: -94.964817), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,575 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 1,890 (year 2029), Design Load: HS 20, Features Intersected: KILL CREEK TRIBUTARY, Facility Carried by Structure: 167TH ST F.8-6.0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good, Culverts: Excellent, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2009

Structure Number: 999903500460081, Location: 5.61 MI NE MI COLN,RAMP S, Route carried "on" structure: Interstate 35, Year Built: 1959, Year Reconstructed: 1989, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 12,800 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 28,046 (year 2029), Design Load: H 20, Features Intersected: BULL CREEK DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 333.819, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)

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: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $18,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 999903500460091, Location: 5.75 MI NE MI COLN, Route carried "on" structure: City street 346, Year Built: 1959, Status: Open, Structure Length: 9.62m (31.56ft), Average Daily Traffic: 4,585 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 6,281 (year 2029), Design Load: H 15, Features Intersected: I35 HWY, WL-EL
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: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 64.4 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 replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 9.62m (31.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $261,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Structure Number: 999903500462851, Location: 5.84 MI E MIAMI CO.LN., Route carried "on" structure: Interstate 35, Year Built: 1988, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 16,450 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 36,044 (year 2029), Design Load: HS 20+Mod, Features Intersected: BULL CREEK DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.176, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $18,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 999905600462691, Location: 1.11 W&N OF I35 HWY, Route carried "on" structure: US 56, Year Built: 1986, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 27,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 36,634 (year 2029), Design Load: HS 20, Features Intersected: INDUSTRIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 720.144, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.26m (17.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $464,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Structure Number: 999905600462701, Location: 0.83 MI W&N OF I35 HWY, Route carried "on" structure: US 56, Year Built: 1986, Status: Open, Structure Length: 10.35m (33.96ft), Average Daily Traffic: 27,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 36,634 (year 2029), Design Load: HS 20, Features Intersected: RS2148, ATSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 720.588, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 10.35m (33.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $53,000, Total Project Cost: $797,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Structure Number: 999905600462721, Location: 0.50 MI W I35, Route carried "on" structure: US 56, Year Built: 1986, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 27,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 36,634 (year 2029), Design Load: H 20, Features Intersected: LITTLE BULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 720.954, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 0.63m (2.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $2,000, Total Project Cost: $36,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 999905600462891, Location: 9.01 MI NE MI COLN, Route carried "on" structure: US 56, Year Built: 1992, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 13,600 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 18,317 (year 2029), Design Load: HS 20, Features Intersected: I-35 HWY WL-EL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 721.721, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $668,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Structure Number: 999905600462901, Location: 9.02 MI NE MI COLN, Route carried "on" structure: US 56, Year Built: 1992, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 13,600 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 18,317 (year 2029), Design Load: HS 20, Features Intersected: I-35 HWY WL-EL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 721.723, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $516,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Structure Number: 999903500460091, Location: 5.75 MI NE MI COLN, Route carried "under" structure: Interstate 35, Year Built: 1959, Structure Length: 9.62m (31.56ft), Average Daily Traffic: 25,600 (year 2009), Truck Traffic: 20%, Features Intersected: I35 HWY, WL-EL, Facility Carried by Structure: RS0346
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 326.455, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)

Structure Number: 999905600462701, Location: 0.83 MI W&N OF I35 HWY, Route carried "under" structure: City street 2148, Year Built: 1986, Structure Length: 10.35m (33.96ft), Average Daily Traffic: 2,890 (year 2004), Truck Traffic: 7%, Features Intersected: RS2148, ATSF RR, Facility Carried by Structure: US56 HWY
Minimum Vertical Clearance: 7.92m (25.98ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)

Structure Number: 999905600462891, Location: 9.01 MI NE MI COLN, Route carried "under" structure: Interstate 35, Year Built: 1992, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 43,000 (year 2009), Truck Traffic: 14%, Features Intersected: I-35 HWY WL-EL, Facility Carried by Structure: US56/175TH ST EB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 339.068, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)

Structure Number: 999905600462901, Location: 9.02 MI NE MI COLN, Route carried "under" structure: Interstate 35, Year Built: 1992, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 43,000 (year 2009), Truck Traffic: 14%, Features Intersected: I-35 HWY WL-EL, Facility Carried by Structure: US56/175TH ST WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 339.068, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)