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

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Structure Number: 27955,  Location: .5E OF MAY AVE. (Lat: 35.461389,  Lng: -97.555833),  Route carried "on" structure: Interstate 40,  Year Built: 2009,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 55,350 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 88,560 (year 2040),  Design Load: HL 93,  Features Intersected: AGNEW AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.961,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 27959,  Location: .8E OF MAY AVE. (Lat: 35.461944,  Lng: -97.551111),  Route carried "on" structure: Interstate 40,  Year Built: 2010,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 110,700 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 177,120 (year 2040),  Design Load: HL 93,  Features Intersected: CREEK
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 10.910,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.8m (252.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)

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Structure Number: 28083,  Location: I-40 CROSSTOWN & WESTERN (Lat: 35.457778,  Lng: -97.530000),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: WESTERN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.872,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28084,  Location: I-40 CROSSTOWN&WESTERN AV (Lat: 35.458611,  Lng: -97.530000),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 56,450 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 90,320 (year 2040),  Design Load: HL 93,  Features Intersected: UP R.R. UNDER,  Facility Carried by Structure: WESTERN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.872,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.9 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $333,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $555,000 ( 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: 28105,  Location: .2S OF NE 108TH ST. (Lat: 35.577233,  Lng: -97.425069),  Route carried "on" structure: City street N3130,  Year Built: 2005,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 6.23m (20.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $560,000,  Total Project Cost: $1,073,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28158,  Location: .2 MILES N. OF SW 74TH (Lat: 35.396750,  Lng: -97.628144),  Route carried "on" structure: City street N3015,  Year Built: 2007,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 31,200 (year 2040),  Design Load: HL 93,  Features Intersected: HELM ST. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.92m (12.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,126,000,  Roadway Improvement Cost: $563,000,  Total Project Cost: $1,802,000 ( 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: 28159,  Location: .5 MILES S. OF SW 44TH (Lat: 35.412750,  Lng: -97.625000),  Route carried "on" structure: City street N3016,  Year Built: 2008,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,200 (year 2040),  Features Intersected: COW CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2015)

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Structure Number: 2819,  Location: .8 S OF SE 89TH ON DOBBS (Lat: 35.364247,  Lng: -97.177506),  Route carried "on" structure: County highway N3270,  Year Built: 2005,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 480 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.86m (12.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $350,000,  Total Project Cost: $670,000 ( 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: 28206,  Location: .5 MILE S. OF WESTERN (Lat: 35.456111,  Lng: -97.521389),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 9.74m (31.96ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-40 / UP R.R. UNDER,  Facility Carried by Structure: WALKER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.676,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28243,  Location: .5 MI. N. RENO AVE (Lat: 35.470825,  Lng: -97.711167),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 20,100 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 32,160 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: KILPATRICK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.332,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: July 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: 28259,  Location: .2W OF WESTERN AVE (Lat: 35.605194,  Lng: -97.528086),  Route carried "on" structure: ServiceUS ,  Year Built: 1991,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 820 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,312 (year 2040),  Features Intersected: CREEK,  Facility Carried by Structure: KILPATRICK TP SFTG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.734,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Channel: Good,  Culverts: 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: Somewhat better than minimum adequacy,  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: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 2826,  Location: .1W OF WESTERN AVE (Lat: 35.605994,  Lng: -97.530564),  Route carried "on" structure: ServiceUS ,  Year Built: 1991,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 820 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,312 (year 2040),  Features Intersected: CREEK,  Facility Carried by Structure: KILPATRICK TP SFTG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.149,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 28261,  Location: .1W OF WESTERN AVE. (Lat: 35.607503,  Lng: -97.530731),  Route carried "on" structure: ServiceUS ,  Year Built: 1991,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 820 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,312 (year 2040),  Features Intersected: CREEK,  Facility Carried by Structure: KILPATRICK TP NFTG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.149,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 28262,  Location: _ (Lat: 35.609106,  Lng: -97.653444),  Route carried "on" structure: ServiceUS ,  Year Built: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 820 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,312 (year 2040),  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: KILPATRICK TP SFTG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.579,  Lanes on structure: 2,  Owner: State Toll Authority,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 28267,  Location: 0.6 MI N OF I-40 (Lat: 35.468639,  Lng: -97.501850),  Route carried "on" structure: Ramp Interstate 235,  Year Built: 1989,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 37,700 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 60,320 (year 2040),  Design Load: HS 20,  Features Intersected: MEDIAN / DITCH UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.92m (108.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,913,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $11,002,000 ( 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: 28275,  Location: .3 MI. NO. OF S.H. 3 (Lat: 35.583894,  Lng: -97.689417),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 20,900 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 33,440 (year 2040),  Features Intersected: CREEK,  Facility Carried by Structure: KILPATRICK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 90.8m (297.9ft),  Out-to-Out Width: 91.4m (299.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 28279,  Location: 125.99 (Lat: 35.610336,  Lng: -97.589722),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 32,200 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 51,520 (year 2040),  Features Intersected: DRY CREEK,  Facility Carried by Structure: KILPATRICK TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.722,  Lanes on structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 171.6m (563.0ft),  Out-to-Out Width: 172.2m (565.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 28311,  Location: 3.8 MI. N OF I 40 (Lat: 35.508100,  Lng: -97.514392),  Route carried "on" structure: Interstate 235,  Year Built: 2008,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 83,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 133,600 (year 2040),  Design Load: HL 93,  Features Intersected: NW 36TH ST. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.917,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 61.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,730,000,  Roadway Improvement Cost: $4,505,000,  Total Project Cost: $7,644,000 ( 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: 2838,  Location: .2E CEMETERY RD. (Lat: 35.420822,  Lng: -97.757381),  Route carried "on" structure: City street E1100,  Year Built: 2006,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20,  Features Intersected: MUSTANG CREEK,  Facility Carried by Structure: SW 44TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28386,  Location: 12.9MI. N OFJCT.S.H. 66 (Lat: 35.690014,  Lng: -97.584556),  Route carried "on" structure: State highway 74,  Year Built: 2008,  Status: Open,  Structure Length: 18.40m (60.37ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HL 93,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.481,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.76m (54.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $7,165,000,  Roadway Improvement Cost: $11,822,000,  Total Project Cost: $20,062,000 ( 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: 28387,  Location: 13.5MI.N OF JCT. S.H. 66 (Lat: 35.698972,  Lng: -97.584547),  Route carried "on" structure: State highway 74,  Year Built: 2008,  Status: Open,  Structure Length: 12.21m (40.06ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HL 93,  Features Intersected: DEER CREEK O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,755,000,  Roadway Improvement Cost: $7,847,000,  Total Project Cost: $13,315,000 ( 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: 28388,  Location: 14.1MI.N OF JCT. S.H. 66 (Lat: 35.707097,  Lng: -97.584472),  Route carried "on" structure: State highway 74,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.511,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)

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Structure Number: 28407,  Location: .3 E OF MERIDIAN AVE. (Lat: 35.653056,  Lng: -97.597500),  Route carried "on" structure: County highway E0940,  Year Built: 2008,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,720 (year 2040),  Design Load: HS 20,  Features Intersected: BLUFF CREEK,  Facility Carried by Structure: N.W. 178TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,860,000,  Roadway Improvement Cost: $930,000,  Total Project Cost: $2,976,000 ( 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: 28456,  Location: _ (Lat: 35.623611,  Lng: -97.516944),  Route carried "on" structure: County highway E0960,  Year Built: 2007,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 11,043 (year 2020),  Average Future Daily Traffic: 20,000 (year 2040),  Features Intersected: CHISHOLM CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.071,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2015)

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Structure Number: 28508,  Location: 0.15 N JCT OF I-40 & I-35 (Lat: 35.463914,  Lng: -97.499550),  Route carried "on" structure: Ramp Interstate 235,  Year Built: 1989,  Status: Open,  Structure Length: 11.81m (38.75ft),  Average Daily Traffic: 37,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 59,840 (year 2040),  Design Load: HS 20,  Features Intersected: RENO AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.22m (223.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $17,501,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $23,247,000 ( 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: 28575,  Location: 2.9 MI N I-240 (Lat: 35.435000,  Lng: -97.569444),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-44 UNDER,  Facility Carried by Structure: SW 29TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,052,000,  Roadway Improvement Cost: $3,387,000,  Total Project Cost: $5,747,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28576,  Location: 5.6N OF I-40(BELLE ISLE (Lat: 35.523236,  Lng: -97.540456),  Route carried "on" structure: Ramp Other road 44,  Year Built: 1978,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 39,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 62,720 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 9.494,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 89.46m (293.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,066,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $21,730,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 28577,  Location: 5.6N OF I-40(BELLE ISLE (Lat: 35.521006,  Lng: -97.542031),  Route carried "on" structure: Ramp Other road 44,  Year Built: 1978,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 39,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 62,720 (year 2040),  Design Load: HS 20,  Features Intersected: DEEP FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.156,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 94.31m (309.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,936,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $22,650,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 28578,  Location: 3.8 MI N I-40 (Lat: 35.511719,  Lng: -97.570239),  Route carried "on" structure: Interstate 44,  Year Built: 1973,  Status: Open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 44,050 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 70,480 (year 2040),  Design Load: HS 20,  Features Intersected: DREXEL BLVD UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.891,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,718,000,  Roadway Improvement Cost: $2,835,000,  Total Project Cost: $4,811,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 28596,  Location: DALLAS JCT. (Lat: 35.462303,  Lng: -97.505669),  Route carried "on" structure: City street E1061,  Year Built: 2016,  Status: Open,  Structure Length: 29.77m (97.67ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HL 93,  Features Intersected: PARKING LOT UNDER,  Facility Carried by Structure: BOULEVARD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.553,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 34.5m (113.2ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $333,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $555,000 ( 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: 28597,  Location: DALLAS JCT. (Lat: 35.461389,  Lng: -97.501111),  Route carried "on" structure: Ramp City street ,  Year Built: 2016,  Status: Open,  Structure Length: 20.60m (67.59ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HL 93,  Features Intersected: I-40 /I-235 RAMP N-W UND,  Facility Carried by Structure: BOULEVARD EB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28598,  Location: DALLAS JCT. (Lat: 35.462500,  Lng: -97.500833),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2016,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HL 93,  Features Intersected: I-235 RAMP N-W /UPRR UND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.920,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28599,  Location: DALLAS JCT. (Lat: 35.462500,  Lng: -97.501944),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2016,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HL 93,  Features Intersected: DRAINAGE/SLOPE,  Facility Carried by Structure: I-235 RAMP N-W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.920,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 286,  Location: DALLAS JCT. (Lat: 35.463889,  Lng: -97.499722),  Route carried "on" structure: Ramp Interstate 235,  Year Built: 2016,  Status: Open,  Structure Length: 32.18m (105.58ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HL 93,  Features Intersected: RENO/SHERIDAN AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28601,  Location: DALLAS JCT. (Lat: 35.461944,  Lng: -97.499167),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 18.01m (59.09ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-40 / RAMPS T/S/O UNDER,  Facility Carried by Structure: LINCOLN / BYERS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.251,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28602,  Location: DALLAS JCT. (Lat: 35.462525,  Lng: -97.493819),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 15.01m (49.25ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HL 93,  Features Intersected: I-40 WB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.413,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.8m (212.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28603,  Location: DALLAS JCT. (Lat: 35.461083,  Lng: -97.492531),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HL 93,  Features Intersected: I-35 SB RAMP E-S UNDER
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 15.175,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $2,222,000 ( 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: 28616,  Location: 3.5 MI N I-44 (Lat: 35.579692,  Lng: -97.514147),  Route carried "on" structure: US 77,  Year Built: 2000,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 40,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 65,360 (year 2040),  Design Load: HL 93,  Features Intersected: 108TH ST. (HEFNER) UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.011,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.84m (32.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $1,897,000,  Total Project Cost: $3,604,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing