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

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Structure Number: 40780008090101,  Location: N. OF K-196 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street 901,  Year Built: 1978,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,200 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: H 20,  Features Intersected: CONSTANT CREEK,  Facility Carried by Structure: HAVERHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: Febuary 2008

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Structure Number: 40780008090402,  Location: BTN. HAVERHILL & FRED. DR (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street 904,  Year Built: 1950,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,440 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2028),  Design Load: H 15,  Features Intersected: CONSTANT CREEK,  Facility Carried by Structure: TOWANDA AVENUE
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),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 507800080000009,  Location: 300 FT W US 77 EL DORADO (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Closed,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,200 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2028),  Design Load: H 10,  Features Intersected: WEST BRANCH WALNUT RIVER,  Facility Carried by Structure: NINTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $191,000 ( Estimate for 2008),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905400080254,  Location: O.55 MI. E US-77 N JCT (Lat: 37.816667,  Lng: -96.839444),  Route carried "on" structure: US 54,  Year Built: 1956,  Status: Open,  Structure Length: 15.93m (52.26ft),  Average Daily Traffic: 6,920 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,083 (year 2027),  Design Load: HS 20,  Features Intersected: WALNUT RIVER
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 408.299,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 15.93m (52.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $505,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400081511,  Location: 9.04 MI N U-400 E JCT (Lat: 37.808611,  Lng: -96.849167),  Route carried "on" structure: US 54,  Year Built: 1988,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 3,250 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,757 (year 2027),  Design Load: HS 20,  Features Intersected: WALNUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 406.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Underwater Inspection Date: July 2005,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $473,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907700080321,  Location: 0.65 MI. N OF US-54 N JCT (Lat: 37.826389,  Lng: -96.848611),  Route carried "on" structure: US 77,  Year Built: 1935,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 12,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,162 (year 2027),  Design Load: H 15,  Features Intersected: WEST BRANCH WALNUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.507,  Lanes on structure: 4,  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $291,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999925400080641,  Location: 0.42 MI. E OF I-35 (KTA) (Lat: 37.817222,  Lng: -96.892500),  Route carried "on" structure: State highway 254,  Year Built: 1953,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,500 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,178 (year 2027),  Design Load: H 20,  Features Intersected: WALNUT RIVER DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.744,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.6 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $65,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999925400080651,  Location: 1.41 MI. E OF I-35 (KTA) (Lat: 37.817500,  Lng: -96.883056),  Route carried "on" structure: State highway 254,  Year Built: 1953,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 17,100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,054 (year 2027),  Design Load: H 20,  Features Intersected: CONSTANT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.338,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $82,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40780008000003,  Location: 3 BLKS. N. OF 12TH ST. (Lat: 64.166667,  Lng: -21.950000),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,425 (year 2006),  Truck Traffic: 3%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: SANTA FE RAILROAD
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 40780008091404,  Location: 200' E OF 12TH AND OSAGE (Lat: 64.166667,  Lng: -21.950000),  Route carried "under" structure: City street 914,  Year Built: 1950,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,070 (year 2006),  Truck Traffic: 2%,  Features Intersected: 12TH. STREET,  Facility Carried by Structure: SANTA FE RAILROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 40780008091405,  Location: 4 BLKS E. COUNTRY CLUB RD (Lat: 64.166667,  Lng: -21.950000),  Route carried "under" structure: City street 914,  Year Built: 1950,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,550 (year 2006),  Truck Traffic: 2%,  Features Intersected: 12TH. STREET,  Facility Carried by Structure: SANTA FE RAILROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 999905400080234,  Location: 9.11 MI. N U-400 E JCT (Lat: 37.809722,  Lng: -96.849167),  Route carried "under" structure: US 54,  Year Built: 1923,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 3,250 (year 2007),  Truck Traffic: 21%,  Features Intersected: US54 HWY,  Facility Carried by Structure: ATSF RAILROAD
Minimum Vertical Clearance: 4.53m (14.86ft),  Kilometerpoint: 406.465,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 999905400080244,  Location: O.51 MI. E US-77 N JCT (Lat: 37.816944,  Lng: -96.840278),  Route carried "under" structure: US 54,  Year Built: 1923,  Structure Length: 15.80m (51.84ft),  Average Daily Traffic: 6,920 (year 2007),  Truck Traffic: 21%,  Features Intersected: US54 HWY,  Facility Carried by Structure: ATSF RAILROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 408.068,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 999907700081174,  Location: 1.25 MI. N OF US-54 N JCT (Lat: 37.835000,  Lng: -96.849167),  Route carried "under" structure: US 77,  Year Built: 1973,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 7,730 (year 2007),  Truck Traffic: 21%,  Features Intersected: US 77 HWY,  Facility Carried by Structure: AT&SF RAILROAD
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 109.104,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)