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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 18
Total length: 128 meters (420ft)
Total costs: $4,355,000
Total average daily traffic: 92,795
Total average daily truck traffic: 15,459
National Bridge Inventory (NBI) Registered Bridges for Ottawa
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New bridges - Historical Statistics

  • 1960-1969: 2
  • 1970-1979: 2
  • 1980-1989: 4
  • 1990-1999: 0
  • 2000-2009: 10

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 42185030430401,  Location: 0.6W OF US59 ON 15TH ST. (Lat: 38.593847,  Lng: -95.296572),  Route carried "on" structure: City street 4304,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 3,255 (year 2003),  Average Future Daily Traffic: 2,652 (year 2030),  Design Load: H 20,  Features Intersected: TRIB. TO NUGGET CREEK,  Facility Carried by Structure: 15TH. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 29.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $220,000
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Structure Number: 42185030430402,  Location: 0.58E OF US59 ON 15TH ST. (Lat: 38.593886,  Lng: -95.258000),  Route carried "on" structure: City street 4304,  Year Built: 1968,  Status: Posted for load,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 3,295 (year 2003),  Average Future Daily Traffic: 2,000 (year 2030),  Design Load: H 15,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: 15TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.7 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: 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,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 42185030432503,  Location: 0.5N OF 15TH ON LINCOLN (Lat: 38.601456,  Lng: -95.254064),  Route carried "on" structure: City street 4325,  Year Built: 1963,  Status: Posted for load,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 910 (year 2003),  Average Future Daily Traffic: 184 (year 2030),  Design Load: H 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: LINCOLN 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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 521850300000305,  Location: INT. OF 3RD AND POPLAR (Lat: 38.614278,  Lng: -95.279650),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 50 (year 2003),  Average Future Daily Traffic: 50 (year 2030),  Features Intersected: SKUNK RUN,  Facility Carried by Structure: 3RD AND POPLAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 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: April 10
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Structure Number: 521850300000501,  Location: AT NE CORNER OF PARK (Lat: 38.611294,  Lng: -95.267231),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,385 (year 2003),  Average Future Daily Traffic: 250 (year 2030),  Features Intersected: SKUNK RUN,  Facility Carried by Structure: 5TH STREET
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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to 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: April 10
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Structure Number: 521850300000503,  Location: INT. OF 5TH AND OAK (Lat: 38.611342,  Lng: -95.281061),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 150 (year 2003),  Average Future Daily Traffic: 250 (year 2030),  Features Intersected: SKUNK RUN,  Facility Carried by Structure: 5TH AND OAK
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),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 521850300000504,  Location: ALLEY EAST OF OAK (Lat: 38.611814,  Lng: -95.280372),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10 (year 2003),  Average Future Daily Traffic: 5 (year 2030),  Features Intersected: SKUNK RUN,  Facility Carried by Structure: ALLEY N. OF 5TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Channel: Very good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $110,000
Structure Number: 999903500300931,  Location: .20 MI NE US 59, NB,  Route carried "on" structure: Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 7,100 (year 2010),  Truck Traffic: 29%,  Average Future Daily Traffic: 12,334 (year 2031),  Design Load: HS 25,  Features Intersected: US-59 HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 294.494,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  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: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $323,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903500300941,  Location: .21 MI NE US59, SB,  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 7,100 (year 2010),  Truck Traffic: 29%,  Average Future Daily Traffic: 12,334 (year 2031),  Design Load: HS 25,  Features Intersected: OLD US-59 HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 294.511,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  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: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $323,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903500300951,  Location: .62 MI NE US-59 HWY, NB,  Route carried "on" structure: Interstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 7,100 (year 2010),  Truck Traffic: 29%,  Average Future Daily Traffic: 12,334 (year 2031),  Design Load: HS 25,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.170,  Lanes on 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: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.08m (16.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $230,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903500300961,  Location: .63MI NE US-59 HWY, SB,  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 7,100 (year 2010),  Truck Traffic: 29%,  Average Future Daily Traffic: 12,334 (year 2031),  Design Load: HS 25,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.203,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.08m (16.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $230,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903500300971,  Location: 4.52 MI NE US-59, NB,  Route carried "on" structure: Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 9,000 (year 2010),  Truck Traffic: 24%,  Average Future Daily Traffic: 15,635 (year 2031),  Design Load: HS 25,  Features Intersected: K-68 HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 301.456,  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: 3,  Length of Maximum Span: 31.0m (101.7ft),  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: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.08m (19.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $275,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903500300981,  Location: 4.53 MI NE US-59, SB,  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 9,000 (year 2010),  Truck Traffic: 24%,  Average Future Daily Traffic: 15,635 (year 2031),  Design Load: HS 25,  Features Intersected: K-68 HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 301.469,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  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: 83.5 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.08m (19.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $275,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999906800300731,  Location: 13.15 MI E OSAGE COLN,  Route carried "on" structure: State highway 68,  Year Built: 1970,  Status: Open,  Structure Length: 53.56m (175.72ft),  Average Daily Traffic: 8,070 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,448 (year 2031),  Design Load: HS 20,  Features Intersected: ABDN RR, LOC RD, RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.157,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 53.56m (175.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $1,212,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,819,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903500300931,  Location: .20 MI NE US 59, NB,  Route carried "under" structure: US 59,  Year Built: 2002,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 6,470 (year 2010),  Truck Traffic: 6%,  Features Intersected: US-59 HIGHWAY,  Facility Carried by Structure: I-35 HWY, NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 20.472,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.5m (126.3ft)

Structure Number: 999903500300941,  Location: .21 MI NE US59, SB,  Route carried "under" structure: US 59,  Year Built: 2003,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 8,970 (year 2009),  Truck Traffic: 7%,  Features Intersected: OLD US-59 HIGHWAY,  Facility Carried by Structure: I-35 HWY, SB
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 20.511,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.5m (126.3ft)

Structure Number: 999903500300971,  Location: 4.52 MI NE US-59, NB,  Route carried "under" structure: State highway 68,  Year Built: 2002,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 4,920 (year 2010),  Truck Traffic: 19%,  Features Intersected: K-68 HWY,  Facility Carried by Structure: I-35 HWY,NB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 44.943,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

Structure Number: 999903500300981,  Location: 4.53 MI NE US-59, SB,  Route carried "under" structure: State highway 68,  Year Built: 2003,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 8,910 (year 2010),  Truck Traffic: 8%,  Features Intersected: K-68 HWY,  Facility Carried by Structure: I-35 HWY, SB
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 44.815,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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