Bridge Statistics for Broken Arrow, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 25992,  Location: 23.66S (Lat: 36.030131,  Lng: -95.742992),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 6,350 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,160 (year 2040),  Design Load: HS 20,  Features Intersected: UNION PACIFIC R.R. UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.924,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.88m (22.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $795,000,  Total Project Cost: $1,521,000 ( Estimate for 2015),  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: 25997,  Location: 25.12 (Lat: 36.050961,  Lng: -95.738961),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK TP UNDER,  Facility Carried by Structure: E. 81ST ST. S.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.2m (112.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.58m (34.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $814,000,  Roadway Improvement Cost: $1,221,000,  Total Project Cost: $2,326,000 ( Estimate for 2015),  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: 25998,  Location: 25.79S (Lat: 36.060672,  Lng: -95.739117),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,160 (year 2040),  Design Load: HS 20,  Features Intersected: E. 71ST ST. S. UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $404,000,  Roadway Improvement Cost: $606,000,  Total Project Cost: $1,163,000 ( Estimate for 2015),  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: 25999,  Location: 25.79N (Lat: 36.060672,  Lng: -95.738639),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,160 (year 2040),  Design Load: HS 20,  Features Intersected: E. 71ST. ST. S. UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $957,000,  Total Project Cost: $1,827,000 ( Estimate for 2015),  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: 26,  Location: 26.63S (Lat: 36.072800,  Lng: -95.736203),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,160 (year 2040),  Design Load: HS 20,  Features Intersected: ADAMS CREEK,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $824,000,  Total Project Cost: $1,575,000 ( Estimate for 2015),  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: 26001,  Location: 26.63N (Lat: 36.072761,  Lng: -95.735819),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,160 (year 2040),  Design Load: HS 20,  Features Intersected: ADAMS CREEK,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.15m (23.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $551,000,  Roadway Improvement Cost: $827,000,  Total Project Cost: $1,581,000 ( Estimate for 2015),  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: 26002,  Location: 26.80S (Lat: 36.075231,  Lng: -95.735822),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,160 (year 2040),  Design Load: HS 20,  Features Intersected: E. 61ST ST. S. UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.205,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $437,000,  Total Project Cost: $843,000 ( Estimate for 2015),  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: 26003,  Location: 26.80N (Lat: 36.075231,  Lng: -95.735431),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,160 (year 2040),  Design Load: HS 20,  Features Intersected: E. 61ST ST. S. UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.205,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $437,000,  Total Project Cost: $843,000 ( Estimate for 2015),  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: 26004,  Location: 27.58 (Lat: 36.081975,  Lng: -95.726111),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK TP UNDER,  Facility Carried by Structure: 225TH E. AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.488,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $531,000,  Roadway Improvement Cost: $797,000,  Total Project Cost: $1,524,000 ( Estimate for 2015),  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: 26007,  Location: 28.26 (Lat: 36.089850,  Lng: -95.719622),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,160 (year 2040),  Design Load: HS 20,  Features Intersected: E. 51ST ST. S. UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.985,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.0 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $554,000,  Roadway Improvement Cost: $831,000,  Total Project Cost: $1,588,000 ( Estimate for 2015),  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: 26011,  Location: 19.67S (Lat: 35.991528,  Lng: -95.777639),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 6,950 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,120 (year 2040),  Design Load: HS 20,  Features Intersected: WB B.A.CREEK,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $957,000,  Total Project Cost: $1,827,000 ( Estimate for 2015),  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: 26086,  Location: 24.10S (Lat: 36.036111,  Lng: -95.741031),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,120 (year 2040),  Design Load: HS 20,  Features Intersected: S.H. 51 UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.064,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.85m (29.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $618,000,  Roadway Improvement Cost: $927,000,  Total Project Cost: $1,770,000 ( Estimate for 2015),  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: 26087,  Location: 24.10 N (Lat: 36.036406,  Lng: -95.741358),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 6,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,920 (year 2040),  Design Load: HS 20,  Features Intersected: S.H. 51 UNDER,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.064,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.82m (28.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $845,000 ( Estimate for 2015),  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: 26088,  Location: 20.75SR (Lat: 35.993075,  Lng: -95.759122),  Route carried "on" structure: Ramp Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 9.61m (31.53ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20,  Features Intersected: BROKEN ARROW CREEK,  Facility Carried by Structure: CREEK TP RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.647,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.45m (37.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $881,000,  Roadway Improvement Cost: $625,000,  Total Project Cost: $1,726,000 ( Estimate for 2015),  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: 26089,  Location: 20.75NR (Lat: 35.993900,  Lng: -95.758728),  Route carried "on" structure: Ramp Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20,  Features Intersected: BROKEN ARROW CREEK,  Facility Carried by Structure: CREEK TP RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.647,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.77m (28.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $675,000,  Roadway Improvement Cost: $625,000,  Total Project Cost: $1,493,000 ( Estimate for 2015),  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: 27147,  Location: 2.8 MI E US-169 (Lat: 36.079236,  Lng: -95.815653),  Route carried "on" structure: State highway 51,  Year Built: 1997,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 79,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 127,200 (year 2040),  Design Load: HS 20,  Features Intersected: S. 145TH E. AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.217,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 9.99m (32.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,563,000,  Roadway Improvement Cost: $4,228,000,  Total Project Cost: $7,175,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27239,  Location: MP 18.15 (Lat: 35.993119,  Lng: -95.803894),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,800 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.919,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 95.7m (314.0ft),  Out-to-Out Width: 96.3m (315.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)

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Structure Number: 2724,  Location: MP 17.35 (Lat: 35.992381,  Lng: -95.819825),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,800 (year 2040),  Design Load: HS 20,  Features Intersected: ASPEN CREEK,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 66.8m (219.2ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 67.0m (219.8ft),  Out-to-Out Width: 67.4m (221.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)

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Structure Number: 27244,  Location: MP 26.02 (Lat: 36.062125,  Lng: -95.737833),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,320 (year 2040),  Design Load: HS 20,  Features Intersected: ADAMS CREEK TRIB.,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.823,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 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: 121.6m (399.0ft),  Out-to-Out Width: 122.0m (400.3ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)

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Structure Number: 27339,  Location: 6.5 NW COWETA .5W US183 (Lat: 35.988322,  Lng: -95.757831),  Route carried "on" structure: County highway E0710,  Year Built: 2004,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County 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: 4.0m (13.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)

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Structure Number: 27632,  Location: 5.5 MI E US-169 (Lat: 36.060372,  Lng: -95.773064),  Route carried "on" structure: Ramp City street 51,  Year Built: 1981,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,000 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: E.71ST ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.721,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $368,000,  Roadway Improvement Cost: $608,000,  Total Project Cost: $1,031,000 ( Estimate for 2015)

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Structure Number: 27914,  Location: 0.2W OF TOLL PLAZA (Lat: 36.010372,  Lng: -95.843122),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 28,800 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.895,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 71.6m (234.9ft),  Out-to-Out Width: 72.2m (236.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)

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Structure Number: 28097,  Location: 2W .5S OF ONETA (Lat: 36.008992,  Lng: -95.743922),  Route carried "on" structure: County highway N4080,  Year Built: 2005,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 540 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 864 (year 2040),  Design Load: HS 20,  Features Intersected: BROKEN ARROW CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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: 1.59m (5.22ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2814,  Location: .8 S OF 71ST ST (Lat: 36.048575,  Lng: -95.851139),  Route carried "on" structure: County highway N4020,  Year Built: 2005,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 3,087 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,939 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 0.81m (2.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $600,000,  Total Project Cost: $1,150,000 ( Estimate for 2015)

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Structure Number: 28525,  Location: 0.5MI.E. OF OLIVE (Lat: 36.075608,  Lng: -95.823403),  Route carried "on" structure: City street E0650,  Year Built: 2006,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 14,255 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,080 (year 2040),  Design Load: HL 93,  Features Intersected: HAIKEY CREEK,  Facility Carried by Structure: ALBANY (61ST ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 1.17m (3.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28736,  Location: .8E OF 129TH E. AVE. (Lat: 35.988306,  Lng: -95.819322),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,676 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,718 (year 2040),  Design Load: HS 20,  Features Intersected: ASPEN CREEK,  Facility Carried by Structure: W TUCSON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.17m (3.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2015)

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Structure Number: 29294,  Location: COWETA RD 1.2N OF 71ST (Lat: 36.076847,  Lng: -95.636806),  Route carried "on" structure: County highway N4140,  Year Built: 2008,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 264 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 422 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2015)

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Structure Number: 29321,  Location: .5E OF 177TH E. AVENUE (Lat: 36.075278,  Lng: -95.770000),  Route carried "on" structure: City street E0650,  Year Built: 2008,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 8,678 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,549 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2015)

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Structure Number: 29322,  Location: .5E OF 177 E. AVE ON 16TH (Lat: 36.075556,  Lng: -95.770556),  Route carried "on" structure: City street N4065,  Year Built: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 320 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 512 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: N 16TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2015)

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Structure Number: 29698,  Location: .1S OF OMAHA ON LYNN (Lat: 36.089167,  Lng: -95.779722),  Route carried "on" structure: City street N4060,  Year Built: 2010,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 10,892 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,098 (year 2040),  Design Load: HL 93,  Features Intersected: CREEK,  Facility Carried by Structure: LYNN LANE (9TH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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 2021,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29699,  Location: .1N OF ALBANY ON LYNN (Lat: 36.077222,  Lng: -95.779722),  Route carried "on" structure: City street N4060,  Year Built: 2010,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 14,432 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,097 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $299,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30093,  Location: .3S OF 91ST ON LYNN (Lat: 36.026944,  Lng: -95.779722),  Route carried "on" structure: City street N4060,  Year Built: 2011,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,893 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  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: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $225,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30347,  Location: .5W OF 257TH ON 91ST (Lat: 36.031728,  Lng: -95.699117),  Route carried "on" structure: County highway E0680,  Year Built: 2011,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 210 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 336 (year 2040),  Design Load: HS 20,  Features Intersected: COVINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 30348,  Location: .4S OF E81ST ON 273RD E. (Lat: 36.040686,  Lng: -95.672436),  Route carried "on" structure: County highway N4120,  Year Built: 2012,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 175 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 280 (year 2040),  Design Load: HS 20,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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: August 2021,  Total Project Cost: $225,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing

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Structure Number: 30349,  Location: .5E OF 257TH E. ON 91ST (Lat: 36.031692,  Lng: -95.683072),  Route carried "on" structure: County highway E0680,  Year Built: 2012,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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: August 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing

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Structure Number: 30351,  Location: .4E OF 225TH ON 161ST (Lat: 35.930075,  Lng: -95.739094),  Route carried "on" structure: County highway E0750,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 410 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 656 (year 2040),  Design Load: HS 20,  Features Intersected: IRRIGATION CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $225,000

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Structure Number: 3043,  Location: .7S OF 71ST ST. (Lat: 36.050000,  Lng: -95.833333),  Route carried "on" structure: City street N4030,  Year Built: 2011,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,513 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,576 (year 2040),  Design Load: HS 20,  Features Intersected: HAIKEY CREEK TRIB.,  Facility Carried by Structure: OLIVE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 3 degrees,  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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $225,000

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Structure Number: 30732,  Location: .20E OF ASPEN AVE. (Lat: 36.053017,  Lng: -95.810553),  Route carried "on" structure: City street E0665,  Year Built: 1980,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: HAIKEY CREEK TRIB.,  Facility Carried by Structure: W. BROADWAY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $225,000

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Structure Number: 30733,  Location: .25N OF HOUSTON ST. (Lat: 36.050269,  Lng: -95.808283),  Route carried "on" structure: City street N4044,  Year Built: 1980,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: HAIKEY CREEK,  Facility Carried by Structure: S. OAK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $225,000