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

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Structure Number: DAPTRASIL000C13,  Location: 0.11 MI W OF FIREBREAK 33 (Lat: 34.753919,  Lng: -98.319000),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Features Intersected: BEEF CREEK,  Facility Carried by Structure: EAST BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.27m (4.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL000N14,  Location: FORT SILL ARMY POST (Lat: 34.660789,  Lng: -98.400819),  Route carried "on" structure: ServiceOther road ,  Year Built: 1943,  Status: Posted for load,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,400 (year 2020),  Average Future Daily Traffic: 1,400 (year 2042),  Features Intersected: UNNAMED,  Facility Carried by Structure: HOSKINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  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)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL000N16,  Location: FORT SILL ARMY POST (Lat: 34.670019,  Lng: -98.372450),  Route carried "on" structure: ServiceOther road ,  Year Built: 2012,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: EAST CACHE CK,  Facility Carried by Structure: CORRAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.03m (13.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0CRAIG,  Location: E BR012 (Lat: 34.650531,  Lng: -98.434061),  Route carried "on" structure: ServiceOther road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Features Intersected: SITTING BEAR CREEK,  Facility Carried by Structure: CRAIG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0EBDRY,  Location: FORT SILL ARMY POST (Lat: 34.637961,  Lng: -98.344089),  Route carried "on" structure: ServiceOther road ,  Year Built: 1943,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 100 (year 2042),  Features Intersected: OUTLET OF LAKE GEORGE,  Facility Carried by Structure: S BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPTRASIL0LW4M,  Location: N OF ARTILLERY ROAD (Lat: 34.687689,  Lng: -98.446731),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MEDICINE CREEK,  Facility Carried by Structure: TOWER TWO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.03m (13.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0LWOAK,  Location: NE OF NW BIG BOW RD (Lat: 34.638531,  Lng: -98.719400),  Route carried "on" structure: Other road ,  Year Built: 2019,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 100 (year 2042),  Design Load: Greater than HL93,  Features Intersected: POST OAK CREEK,  Facility Carried by Structure: SOUTH BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: DAPTRASIL0LWPIG,  Location: FORT SILL ARMY POST (Lat: 34.643861,  Lng: -98.361689),  Route carried "on" structure: ServiceOther road ,  Year Built: 2016,  Status: Closed,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Design Load: HL 93,  Features Intersected: EAST CACHE CREEK,  Facility Carried by Structure: S. BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0LWQUI,  Location: FORT SILL ARMY POST (Lat: 34.678789,  Lng: -98.392389),  Route carried "on" structure: ServiceOther road ,  Year Built: 2009,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2042),  Features Intersected: MEDICINE CREEK,  Facility Carried by Structure: QUINETTE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.6m (28.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.58m (11.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0LWWCC,  Location: FORT SILL ARMY POST (Lat: 34.650019,  Lng: -98.650389),  Route carried "on" structure: ServiceOther road ,  Year Built: 2018,  Status: Closed,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2042),  Design Load: HL 93,  Features Intersected: WEST CACHE CREEK,  Facility Carried by Structure: SOUTH BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: DAPTRASIL0PB02,  Location: FORT SILL ARMY POST (Lat: 34.641531,  Lng: -98.404689),  Route carried "on" structure: ServiceOther road ,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,500 (year 2042),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: FT. SILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0PB101,  Location: FORT SILL (Lat: 34.652469,  Lng: -98.519450),  Route carried "on" structure: ServiceOther road ,  Year Built: 2019,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Design Load: HL 93,  Features Intersected: PECAN CREEK,  Facility Carried by Structure: MACKENZIE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: DAPTRASIL0PB102,  Location: FORT SILL ARMY POST (Lat: 34.652531,  Lng: -98.588419),  Route carried "on" structure: ServiceOther road ,  Year Built: 1945,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 70 (year 2042),  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: MCKENZIE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0PB113,  Location: FOR SILL ARMY POST (Lat: 34.652439,  Lng: -98.516500),  Route carried "on" structure: ServiceOther road ,  Year Built: 1945,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2042),  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: MCKENZIE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0VH004,  Location: 0.62 M W OF E CACHE CK RD (Lat: 34.648061,  Lng: -98.369269),  Route carried "on" structure: ServiceOther road ,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Features Intersected: SITTING BEAR CREEK,  Facility Carried by Structure: S BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.9m (19.4ft),  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: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASIL0VH016,  Location: 0.1 M S CURRIE RD (Lat: 34.643761,  Lng: -98.411239),  Route carried "on" structure: ServiceOther road ,  Year Built: 2007,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Features Intersected: BRANCH E OF CACHE CR,  Facility Carried by Structure: HAWS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.75m (5.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASILBCCTAB,  Location: FORT SILL ARMY POST (Lat: 34.681981,  Lng: -98.373211),  Route carried "on" structure: ServiceOther road ,  Year Built: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 70 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 70 (year 2042),  Features Intersected: BEEF CREEK,  Facility Carried by Structure: NORTHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  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)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASILBRDC08,  Location: DEER CR CANYON RD 8 (Lat: 34.715100,  Lng: -98.518100),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Design Load: HS 20,  Features Intersected: UNKNOWN TRIBUTARY,  Facility Carried by Structure: DEER CR CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASILBRDC1,  Location: DEER CR CANYON RD 10 (Lat: 34.713800,  Lng: -98.535900),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2042),  Design Load: HS 20,  Features Intersected: UNKNOWN TRIBUTARY,  Facility Carried by Structure: DEER CR CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  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: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASILLWPOLO,  Location: POLO FIELD (Lat: 34.652989,  Lng: -98.386389),  Route carried "on" structure: Other road ,  Year Built: 2019,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2042),  Design Load: Greater than HL93,  Features Intersected: SITTING BEAR CREEK,  Facility Carried by Structure: GREBLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: DAPTRASILLWSTAR,  Location: FORT SILL ARMY POST (Lat: 34.668081,  Lng: -98.653119),  Route carried "on" structure: ServiceOther road ,  Year Built: 2018,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2042),  Design Load: HL 93,  Features Intersected: QUANAH CREEK,  Facility Carried by Structure: OLD STAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.36m (7.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: DAPTRASILMCKENW,  Location: NEAR QUANNAH RANGE (Lat: 34.652739,  Lng: -98.646761),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 100 (year 2042),  Features Intersected: W. CACHE CREEK TRIB,  Facility Carried by Structure: MCKENZIE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020)

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Structure Number: 13504,  Location: JCT.I-44 & US62 (Lat: 34.622778,  Lng: -98.388611),  Route carried "under" structure: Interstate 44,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 12,250 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-44 SB UNDER
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 14.256,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 13508,  Location: 1.0 MI. E. JCT.SH7A (Lat: 34.623156,  Lng: -98.404564),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: FT. SILL BLVD UNDER,  Facility Carried by Structure: E1651 SOUTH BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 13509,  Location: 1.0 MI. E. JCT.SH7A (Lat: 34.623333,  Lng: -98.404444),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 7%,  Features Intersected: FT. SILL BLVD UNDER,  Facility Carried by Structure: E1650 NORTH BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 1352,  Location: 1.9 MI. E. SHERIDAN (Lat: 34.622783,  Lng: -98.389203),  Route carried "under" structure: Ramp Interstate 44,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 8,950 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-44 NB RAMP S-W UNDER
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 14.256,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1352,  Location: 1.9 MI. E. SHERIDAN (Lat: 34.622783,  Lng: -98.389203),  Route carried "under" structure: Interstate 44,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 25,200 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-44 NB RAMP S-W UNDER
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 14.256,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 14469,  Location: 11.4 MI N OF SH 36 (Lat: 34.660000,  Lng: -98.382303),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 5%,  Features Intersected: ROAD TO GATE 1 UNDER,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 18.438,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 14486,  Location: 11.6 MI N OF SH 36 (Lat: 34.662528,  Lng: -98.381539),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: FT. SILL RD./ UP R.R UND,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 18.746,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 15736,  Location: 6.4 MI.E&N. JCT.SH7 (Lat: 34.684978,  Lng: -98.386658),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: MILITARY ROAD UNDER,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 21.303,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 15737,  Location: 6.4 MI.E&N. JCT.SH7 (Lat: 34.684869,  Lng: -98.387117),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: MILITARY ROAD UNDER,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 21.303,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 15792,  Location: 1.0 MI.N. S.H. 36 (Lat: 34.521667,  Lng: -98.412500),  Route carried "under" structure: Interstate 44,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-44 UNDER,  Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 15793,  Location: 2.0 MI.N. S.H. 36 (Lat: 34.536389,  Lng: -98.412500),  Route carried "under" structure: Interstate 44,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-44 UNDER,  Facility Carried by Structure: CO. RD. E1710
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 16003,  Location: 0.9 MI.N. JCT.US281B (Lat: 34.565172,  Lng: -98.395397),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: CO. RD. EW169 UNDER,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 6.935,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 16004,  Location: 0.9 MI.N. JCT.US281B (Lat: 34.565175,  Lng: -98.395744),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Features Intersected: CO. RD. EW169 UNDER,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 6.935,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 16005,  Location: 1.4 MI.NE.JCT.US281B (Lat: 34.572408,  Lng: -98.394814),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: CO. RD. EW168.5 UND,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 7.739,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 16006,  Location: 1.4 MI.NE.JCT.US281B (Lat: 34.572408,  Lng: -98.395178),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: CO. RD. EW168.5 UND,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 7.739,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 16025,  Location: 1.9 MI.NE.JCT.US281B (Lat: 34.579650,  Lng: -98.390706),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: BISHOP RD EW-168 UNDER,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 8.641,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 16026,  Location: 1.9 MI.NE.JCT.US281B (Lat: 34.579653,  Lng: -98.391169),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: BISHOP RD EW-168 UNDER,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 4.18m (13.71ft),  Kilometerpoint: 8.641,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 16041,  Location: JCT. US62 & US277 (Lat: 34.620867,  Lng: -98.389497),  Route carried "under" structure: US 281B,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,050 (year 2020),  Truck Traffic: 5%,  Features Intersected: U.S. 281B SB UNDER,  Facility Carried by Structure: I-44 RAMP W-S
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 8.383,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 16051,  Location: SH 36 & I-44 JCT (Lat: 34.507131,  Lng: -98.412633),  Route carried "under" structure: State highway 36,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 16%,  Features Intersected: S.H. 36 UNDER,  Facility Carried by Structure: BAILEY B TP (I-44)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 26.145,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 16083,  Location: JCT.US62 & US277 (Lat: 34.618956,  Lng: -98.388356),  Route carried "under" structure: US 281B,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: U.S. 281B NB UNDER,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 8.190,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 16083,  Location: JCT.US62 & US277 (Lat: 34.618956,  Lng: -98.388356),  Route carried "under" structure: US 281B,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2020),  Truck Traffic: 5%,  Features Intersected: U.S. 281B NB UNDER,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.190,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 16117,  Location: 4.1MI.NE.JCT.US281B (Lat: 34.608611,  Lng: -98.376389),  Route carried "under" structure: Interstate 44,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,600 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-44 UNDER,  Facility Carried by Structure: GORE BLVD.
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 12.278,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 16118,  Location: 4.1 MI.NE.JCT.US281B (Lat: 34.608889,  Lng: -98.376667),  Route carried "under" structure: Interstate 44,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,100 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-44 UNDER,  Facility Carried by Structure: GORE BLVD.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 12.294,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 16133,  Location: 3.1 MI.NE.JCT.US281B (Lat: 34.594083,  Lng: -98.378231),  Route carried "under" structure: State highway 7,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,700 (year 2020),  Truck Traffic: 7%,  Features Intersected: S.H. 7 UNDER,  Facility Carried by Structure: I-44
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 16134,  Location: 3.1 MI.NE.JCT.US281B (Lat: 34.594086,  Lng: -98.378614),  Route carried "under" structure: State highway 7,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,700 (year 2020),  Truck Traffic: 7%,  Features Intersected: S.H. 7 UNDER,  Facility Carried by Structure: I-44
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 16148,  Location: 3.3 MI.N. JCT. SH 36 (Lat: 34.553350,  Lng: -98.404772),  Route carried "under" structure: Business State highway 281B,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 7%,  Features Intersected: U.S. 281 BUS. UNDER,  Facility Carried by Structure: I-44
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 16149,  Location: 3.3 MI.N. JCT. SH36 (Lat: 34.553717,  Lng: -98.404775),  Route carried "under" structure: Business State highway 281B,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 7%,  Features Intersected: U.S. 281 BUS. UNDER,  Facility Carried by Structure: I-44
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1616,  Location: 2.2 MI.NE.JCT.US281B (Lat: 34.582211,  Lng: -98.387683),  Route carried "under" structure: County highway N2580,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: NS258 &ABAN. UP R.R. UND,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 9.043,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 16161,  Location: 2.2 MI.NE.JCT.US281B (Lat: 34.582575,  Lng: -98.387678),  Route carried "under" structure: County highway N2580,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: NS258 &ABAN. UP R.R. UND,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.043,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 16182,  Location: 4.9 MI.NE.JCT.US281B (Lat: 34.617014,  Lng: -98.385789),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: CARVER AVE &ABANDN R.R.,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 12.07m (39.60ft),  Kilometerpoint: 13.580,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 16191,  Location: 4.9 MI.NE.JCT.US281B (Lat: 34.617328,  Lng: -98.385706),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: CARVER AVE & SLWC R.R.,  Facility Carried by Structure: I-44 NB
Minimum Vertical Clearance: 11.58m (37.99ft),  Kilometerpoint: 13.580,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 17906,  Location: 5.0 MI. E. JCT.SH115 (Lat: 34.630556,  Lng: -98.545278),  Route carried "under" structure: US 62,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 25%,  Features Intersected: U.S. 62 UNDER,  Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 25.938,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 19595,  Location: 1.5 MI E OF CITY LIMIT (Lat: 34.594503,  Lng: -98.510319),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 7%,  Features Intersected: GOODYEAR BLVD. UNDER,  Facility Carried by Structure: FAU 7700 (LEE) WB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 19596,  Location: 1.5 MI E CITY LIMITS (Lat: 34.594314,  Lng: -98.510319),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 7%,  Features Intersected: GOODYEAR BLVD UNDER,  Facility Carried by Structure: FAU 7700 (LEE) EB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 19807,  Location: 2.9 MI N OF US 277 (Lat: 34.637778,  Lng: -98.387500),  Route carried "under" structure: Interstate 44,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 24,200 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-44 UNDER,  Facility Carried by Structure: U.S. 62 (ROGERS LN
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 15.913,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.2m (89.2ft)

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Structure Number: 21069,  Location: 0.2 MI E OF 52ND ST (Lat: 34.623889,  Lng: -98.454444),  Route carried "under" structure: City street 62,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2020),  Truck Traffic: 7%,  Features Intersected: QUANAH PARKER TRAILWAY,  Facility Carried by Structure: CACHE RD. RAMP E-W
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 23453,  Location: AT SHERIDAN ON ROGERS (Lat: 34.638106,  Lng: -98.422564),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 7%,  Features Intersected: SHERIDAN RD. UNDER,  Facility Carried by Structure: U.S. 62 (ROGERS LN
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.240,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 23454,  Location: 3.0 MI N US 281 BUS (Lat: 34.637908,  Lng: -98.404864),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: ROGERS LANE UNDER,  Facility Carried by Structure: U.S. 62 (FT SILL)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 8.850,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 26723,  Location: 7W OF I-44 (Lat: 34.630544,  Lng: -98.502097),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: QUANAH PARKER TRAILWAY,  Facility Carried by Structure: U.S. 62 NB RAMP
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.660,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 28135,  Location: 0.1N OF U.S. 62 (Lat: 34.639167,  Lng: -98.389167),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: POST RD. UNDER,  Facility Carried by Structure: I-44 RAMP N-W
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 16.058,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 30026,  Location: 11.6 MI N OF SH 36 (Lat: 34.662578,  Lng: -98.381783),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: FT. SILL RD./ UP R.R UND,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 18.746,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 30028,  Location: 11.4 MI N OF SH 36 (Lat: 34.660133,  Lng: -98.382467),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 5%,  Features Intersected: ROAD TO GATE 1 UNDER,  Facility Carried by Structure: I-44 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 18.438,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 30632,  Location: JCT U.S. 62 & I-44 (Lat: 34.620000,  Lng: -98.387222),  Route carried "under" structure: US 281B,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 5%,  Features Intersected: U.S. 281B NB UNDER,  Facility Carried by Structure: I-44 RAMP S-W
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 8.608,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)