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

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Structure Number: 401100180000012,  Location: MADISON AVE E OF US166 (Lat: 37.056389,  Lng: -97.025833),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 25.11m (82.38ft),  Average Daily Traffic: 2,600 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,500 (year 2028),  Design Load: HS 20,  Features Intersected: WALNUT RIVER,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2007,  Critical Feature Inspection Date: Febuary 2007,  Underwater Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 401100180000014,  Location: FIRST ST. S. OF OSAGE ST (Lat: 37.080833,  Lng: -97.040000),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 18,805 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,000 (year 2028),  Design Load: H 15,  Features Intersected: C STREET CANAL,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 401100180102006,  Location: 5TH. AVENUE AND 5TH. ST. (Lat: 37.061667,  Lng: -97.045000),  Route carried "on" structure: City street 102,  Year Built: 1930,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 600 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 800 (year 2028),  Features Intersected: MILL CANAL,  Facility Carried by Structure: 5TH. AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $50,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 401100180110005,  Location: RADIO LANE E. OF 7TH ST. (Lat: 37.085000,  Lng: -97.045000),  Route carried "on" structure: City street 110,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 4,370 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,800 (year 2028),  Features Intersected: C STREET CANAL,  Facility Carried by Structure: RADIO LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $140,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40110018011501,  Location: N. OF TIMBERLANE ESTATES (Lat: 37.091667,  Lng: -97.058333),  Route carried "on" structure: City street 115,  Year Built: 1915,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,250 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,500 (year 2028),  Features Intersected: C ST. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  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: > 39.9% below),  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $190,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 501100180000001,  Location: C ST. S. OF OSAGE AVE. (Lat: 37.091667,  Lng: -97.035000),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2027),  Features Intersected: C STREET CANAL,  Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 19.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $176,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 501100180000002,  Location: WASHINGTON AVE W OF 4TH. (Lat: 37.061667,  Lng: -97.045000),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 800 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2028),  Design Load: H 20,  Features Intersected: MILL CANAL,  Facility Carried by Structure: WASHINGTON AVE.
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: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 501100180000003,  Location: 1ST. ST. @ JACKSON AVE. (Lat: 37.053333,  Lng: -97.040000),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 150 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2028),  Features Intersected: MILL CANAL,  Facility Carried by Structure: 1ST. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 501100180000004,  Location: F ST. N. OF TYLER AVE. (Lat: 37.050000,  Lng: -97.030000),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2028),  Features Intersected: MILL CANAL,  Facility Carried by Structure: F 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 15.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $105,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 501100180000007,  Location: 4TH. ST. S. OF RADIO LANE (Lat: 37.081667,  Lng: -97.043333),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 350 (year 2028),  Design Load: H 20,  Features Intersected: C STREET CANAL,  Facility Carried by Structure: 4TH. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: Febuary 2007,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 501100180000008,  Location: N. of Madison Avenue (Lat: 37.056667,  Lng: -97.183333),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 120 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2028),  Features Intersected: CRESTWOOD CREEK,  Facility Carried by Structure: CRESTWOOD DRIVE
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,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 14.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $65,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 501100180000009,  Location: N. OF MADISON AVENUE (Lat: 37.056667,  Lng: -97.015000),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 120 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2028),  Features Intersected: CRESTWOOD CREEK,  Facility Carried by Structure: VALLEY DRIVE
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,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 14.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $40,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907700181021,  Location: .417 MI N U77/U77B S JCT (Lat: 37.049444,  Lng: -97.031111),  Route carried "on" structure: US 77,  Year Built: 2005,  Status: Open,  Structure Length: 36.24m (118.90ft),  Average Daily Traffic: 2,740 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,410 (year 2027),  Features Intersected: BNSF,UPRR, "F" ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.685,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 36.24m (118.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,133,000 ( 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: 401100180000011,  Location: .4 Mi. E. 1st. St. (Lat: 37.063611,  Lng: -97.031944),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,200 (year 2006),  Truck Traffic: 1%,  Features Intersected: CHESTNUT AVE.,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 13.07m (42.88ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 401100180000013,  Location: .4 Mi. E. 1st St. (Lat: 37.056389,  Lng: -97.033056),  Route carried "under" structure: City street ,  Year Built: 1926,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 3,965 (year 2006),  Truck Traffic: 1%,  Features Intersected: MADISON AVE.,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 11.11m (36.45ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 401100180104011,  Location: 0.4E OF U.S.-77 (Lat: 37.065000,  Lng: -97.031667),  Route carried "under" structure: City street 104,  Year Built: 1930,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,435 (year 2000),  Features Intersected: CHESTNUT AVENUE,  Facility Carried by Structure: A.T. & S.F. R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)