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

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Structure Number: 17253,  Location: 1.7 MI SE SHERIDAN RD (Lat: 36.177258,  Lng: -95.885167),  Route carried "on" structure: State highway 11,  Year Built: 1968,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,440 (year 2040),  Design Load: HL 93,  Features Intersected: PINE ST UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.144,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.56m (28.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,098,000,  Roadway Improvement Cost: $1,811,000,  Total Project Cost: $3,074,000 ( 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: 17262,  Location: 1.7 MI SE SHERIDAN RD (Lat: 36.177258,  Lng: -95.884794),  Route carried "on" structure: State highway 11,  Year Built: 1968,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,440 (year 2040),  Design Load: HL 93,  Features Intersected: PINE ST UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.144,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $758,000,  Roadway Improvement Cost: $1,251,000,  Total Project Cost: $2,122,000 ( 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: 17283,  Location: 1.0 MI E PEORIA AVE (Lat: 36.143017,  Lng: -95.958494),  Route carried "on" structure: US 64,  Year Built: 1968,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 42,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,840 (year 2040),  Design Load: HL 93,  Features Intersected: LEWIS AVE UNDER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.253,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.87m (19.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,055,000,  Roadway Improvement Cost: $1,740,000,  Total Project Cost: $2,953,000 ( 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: 17284,  Location: 1.0 MI E PEORIA AVE (Lat: 36.142622,  Lng: -95.958494),  Route carried "on" structure: US 64,  Year Built: 1968,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 42,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,560 (year 2040),  Design Load: HL 93,  Features Intersected: LEWIS AVE UNDER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.626,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.87m (19.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,055,000,  Roadway Improvement Cost: $1,740,000,  Total Project Cost: $2,953,000 ( 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: 17285,  Location: 1.2 MI E PEORIA AVE (Lat: 36.140764,  Lng: -95.954103),  Route carried "on" structure: US 64,  Year Built: 1968,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 42,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,560 (year 2040),  Design Load: HL 93,  Features Intersected: 15 ST. UNDER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.573,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.17m (20.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,108,000,  Roadway Improvement Cost: $1,829,000,  Total Project Cost: $3,104,000 ( 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: 17302,  Location: 1.2 MI E PEORIA AVE (Lat: 36.140744,  Lng: -95.954881),  Route carried "on" structure: US 64,  Year Built: 1968,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 42,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,560 (year 2040),  Design Load: HL 93,  Features Intersected: 15 ST. UNDER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.142,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.84m (22.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,228,000,  Roadway Improvement Cost: $2,027,000,  Total Project Cost: $3,439,000 ( 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: 17303,  Location: 1.8 MI E PEORIA AVE (Lat: 36.133478,  Lng: -95.948836),  Route carried "on" structure: US 64,  Year Built: 1968,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 42,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,560 (year 2040),  Design Load: HS 20,  Features Intersected: 21ST ST. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.84m (22.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,228,000,  Roadway Improvement Cost: $2,027,000,  Total Project Cost: $3,439,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17304,  Location: 1.8 MI E PEORIA AVE (Lat: 36.133475,  Lng: -95.949356),  Route carried "on" structure: US 64,  Year Built: 1968,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 42,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,560 (year 2040),  Design Load: HS 20,  Features Intersected: 21ST ST. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.84m (22.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,228,000,  Roadway Improvement Cost: $2,027,000,  Total Project Cost: $3,439,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1731,  Location: .65 MI E JCT I 444 (Lat: 36.158889,  Lng: -95.967222),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 UNDER,  Facility Carried by Structure: UTICA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.308,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.91m (29.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,286,000,  Roadway Improvement Cost: $3,772,000,  Total Project Cost: $6,400,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17342,  Location: 1.4 MI SE SHERIDAN RD (Lat: 36.180456,  Lng: -95.886994),  Route carried "on" structure: State highway 11,  Year Built: 1968,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,440 (year 2040),  Design Load: HS 20,  Features Intersected: MEMORIAL RD. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.144,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.64m (31.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,731,000,  Roadway Improvement Cost: $2,856,000,  Total Project Cost: $4,846,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17343,  Location: 1.4 MI SE SHERIDAN RD (Lat: 36.179933,  Lng: -95.886994),  Route carried "on" structure: State highway 11,  Year Built: 1968,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,440 (year 2040),  Design Load: HS 20,  Features Intersected: MEMORIAL RD. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.497,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.64m (31.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,236,000,  Roadway Improvement Cost: $2,040,000,  Total Project Cost: $3,462,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17348,  Location: 1.0 MI E PEORIA AVE (Lat: 36.142986,  Lng: -95.956758),  Route carried "on" structure: US 64,  Year Built: 1968,  Status: Open,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 42,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,840 (year 2040),  Design Load: HS 20,  Features Intersected: U.P. R.R. UNDER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.885,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,885,000,  Roadway Improvement Cost: $3,110,000,  Total Project Cost: $5,277,000 ( 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: 17445,  Location: 65TH W AVE S OF KEYS EXPR (Lat: 36.151158,  Lng: -96.065411),  Route carried "on" structure: County highway N3900,  Year Built: 1969,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: HARLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 minimum 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: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 17446,  Location: 3200 S CINCINNATI (Lat: 36.116500,  Lng: -95.981828),  Route carried "on" structure: City street N3946,  Year Built: 1969,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20,  Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $387,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17607,  Location: 4.8 MI N I-44 (Lat: 36.147819,  Lng: -96.001983),  Route carried "on" structure: Interstate 244,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 28.90m (94.82ft),  Average Daily Traffic: 31,350 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20,  Features Intersected: STREET & BNSF R.R. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.868,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.79m (104.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,709,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $10,787,000 ( 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: 17608,  Location: 4.8 MI N I-44 (Lat: 36.147506,  Lng: -96.002847),  Route carried "on" structure: Interstate 244,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 31.94m (104.79ft),  Average Daily Traffic: 31,350 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20,  Features Intersected: STREET & BNSF R.R. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.836,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 35.17m (115.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $6,316,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $11,428,000 ( 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: 17622,  Location: 6500 S 89 E (Lat: 36.068092,  Lng: -95.877842),  Route carried "on" structure: City street N4005,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 640 (year 2040),  Design Load: HS 20,  Features Intersected: MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 17753,  Location: 3500 E 47 PL. (Lat: 36.095025,  Lng: -95.937475),  Route carried "on" structure: City street E0637,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 480 (year 2040),  Design Load: HS 20,  Features Intersected: JOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 17889,  Location: .16 MI E JCT I 444 (Lat: 36.159486,  Lng: -95.975847),  Route carried "on" structure: Interstate 244,  Year Built: 1970,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 31,300 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,080 (year 2040),  Design Load: HS 20,  Features Intersected: PEORIA AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.520,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,488,000,  Roadway Improvement Cost: $2,455,000,  Total Project Cost: $4,167,000 ( 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: 1789,  Location: .16 MI E JCT I 444 (Lat: 36.158936,  Lng: -95.975847),  Route carried "on" structure: Interstate 244,  Year Built: 1970,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 31,300 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,080 (year 2040),  Design Load: HS 20,  Features Intersected: PEORIA AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.520,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.0 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,461,000,  Roadway Improvement Cost: $2,410,000,  Total Project Cost: $4,089,000 ( 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: 17944,  Location: 56TH N. .8 E OF HARVARD A (Lat: 36.234597,  Lng: -95.927044),  Route carried "on" structure: County highway E0540,  Year Built: 1970,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 1,691 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,706 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 11.91m (39.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $608,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $953,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17945,  Location: 56ST N .05E OF MEMORIAL R (Lat: 36.235050,  Lng: -95.887914),  Route carried "on" structure: County highway E0540,  Year Built: 1970,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 1,766 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,826 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.32m (40.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $986,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17969,  Location: 3800 S. MEMORIAL DR. (Lat: 36.106894,  Lng: -95.887228),  Route carried "on" structure: City street N4000,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,400 (year 2040),  Design Load: HS 20,  Features Intersected: FULTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 17988,  Location: 2.2 MI E TULSA C/L (Lat: 36.229550,  Lng: -95.775342),  Route carried "on" structure: State highway 266,  Year Built: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,800 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 17,280 (year 2040),  Design Load: HS 20,  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.652,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $304,000,  Roadway Improvement Cost: $502,000,  Total Project Cost: $853,000 ( Estimate for 2015)

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Structure Number: 17991,  Location: 11.6 MI.N I-244 (Lat: 36.312317,  Lng: -95.923675),  Route carried "on" structure: US 75,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 23,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,760 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.824,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State 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)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: December 2020,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $498,000,  Total Project Cost: $845,000 ( Estimate for 2015)

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Structure Number: 17992,  Location: 2.7 MI S JCT SH 20 (Lat: 36.325342,  Lng: -95.923664),  Route carried "on" structure: US 75,  Year Built: 1971,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 23,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,760 (year 2040),  Design Load: HS 20,  Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.257,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  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: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $361,000,  Roadway Improvement Cost: $595,000,  Total Project Cost: $1,010,000 ( Estimate for 2015)

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Structure Number: 18005,  Location: 10.9 MI N JCT SH 67 (Lat: 36.102825,  Lng: -96.007969),  Route carried "on" structure: US 75,  Year Built: 1971,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 50,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 80,160 (year 2040),  Design Load: HS 20,  Features Intersected: RED FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.539,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $1,242,000,  Total Project Cost: $2,107,000 ( Estimate for 2015)

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Structure Number: 1802,  Location: 5.8 MI N I-44 (Lat: 36.160692,  Lng: -95.997883),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 66,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 106,240 (year 2040),  Design Load: HS 20,  Features Intersected: CHEYENNE AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.445,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,488,000,  Roadway Improvement Cost: $2,455,000,  Total Project Cost: $4,167,000 ( 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: 18025,  Location: 6.0 MI N I-44 (Lat: 36.161356,  Lng: -95.994031),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 33,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,120 (year 2040),  Design Load: HS 20,  Features Intersected: BOSTON AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.799,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,078,000,  Roadway Improvement Cost: $1,779,000,  Total Project Cost: $3,019,000 ( 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: 18026,  Location: 6.0 MI N I-44 (Lat: 36.161578,  Lng: -95.994150),  Route carried "on" structure: Ramp Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,000 (year 2040),  Design Load: HS 20,  Features Intersected: BOSTON AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.799,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $660,000,  Total Project Cost: $1,120,000 ( 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: 18027,  Location: 6.1 MI N I-44 (Lat: 36.161497,  Lng: -95.992708),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 33,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,120 (year 2040),  Design Load: HS 20,  Features Intersected: CINCINNATI AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.928,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,084,000,  Roadway Improvement Cost: $1,788,000,  Total Project Cost: $3,034,000 ( 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: 18028,  Location: 6.2 MI N I-44 (Lat: 36.162403,  Lng: -95.991786),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,200 (year 2040),  Design Load: HS 20,  Features Intersected: DETROIT AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.041,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,116,000,  Roadway Improvement Cost: $1,841,000,  Total Project Cost: $3,124,000 ( 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: 18029,  Location: 6.2 MI N I-44 (Lat: 36.161636,  Lng: -95.991381),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 33,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,120 (year 2040),  Design Load: HS 20,  Features Intersected: DETROIT AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.041,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,084,000,  Roadway Improvement Cost: $1,788,000,  Total Project Cost: $3,034,000 ( 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: 18031,  Location: 6.3 MI N I-44 (Lat: 36.162422,  Lng: -95.990397),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,200 (year 2040),  Design Load: HS 20,  Features Intersected: ELGIN AVE UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.169,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.47m (21.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,410,000,  Roadway Improvement Cost: $2,327,000,  Total Project Cost: $3,948,000 ( 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: 18032,  Location: 6.3 MI N I-44 (Lat: 36.161647,  Lng: -95.989986),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 33,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,120 (year 2040),  Design Load: HS 20,  Features Intersected: ELGIN AVE UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.169,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.92m (22.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,508,000,  Roadway Improvement Cost: $2,488,000,  Total Project Cost: $4,223,000 ( 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: 18033,  Location: AT JCT I-244 & I-444 (Lat: 36.158789,  Lng: -95.980781),  Route carried "on" structure: Ramp US 75,  Year Built: 1971,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 43,200 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 69,120 (year 2040),  Design Load: HS 20,  Features Intersected: I-444 SB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.39m (11.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $660,000,  Total Project Cost: $1,120,000 ( 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: 18042,  Location: 5.4 MI N I-44 (Lat: 36.155925,  Lng: -96.001256),  Route carried "on" structure: Interstate 244,  Year Built: 1971,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 94,400 (year 2040),  Design Load: HS 20,  Features Intersected: BRADY ST. UND (CLOSED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.785,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 44.1m (144.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.87m (19.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,507,000,  Roadway Improvement Cost: $2,486,000,  Total Project Cost: $4,218,000 ( 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: 1805,  Location: 0.4 MI E JCT I-244 (Lat: 36.145217,  Lng: -95.998256),  Route carried "on" structure: Interstate 444,  Year Built: 1971,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 47,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 75,520 (year 2040),  Design Load: HL 93,  Features Intersected: HOUSTON AVE. UNDER,  Facility Carried by Structure: U.S. 64 /US75/SH51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,488,000,  Roadway Improvement Cost: $2,455,000,  Total Project Cost: $4,167,000 ( 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