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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 73m240ftTotal length
  • $20,900,000Total costs
  • 167,950Total average daily traffic
  • 54,161Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for McLoud
  • No street view available for this location

New bridges - Historical Statistics

  • 11930-1939
  • 91960-1969
  • 11980-1989
  • 11990-1999
  • 42000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 504,  Location: 0.7 MI N OF SH 270 (Lat: 35.445411,  Lng: -97.090719),  Route carried "on" structure: State highway 102,  Year Built: 1936,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 4,100 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,560 (year 2033),  Design Load: H 15,  Features Intersected: N. CANADIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.91m (39.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $930,000,  Roadway Improvement Cost: $1,535,000,  Total Project Cost: $2,605,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15165,  Location: 2 MI E OK C/L (Lat: 35.383756,  Lng: -97.107125),  Route carried "on" structure: County highway N3310,  Year Built: 1960,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 480 (year 2033),  Design Load: H 15,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $1,137,000,  Total Project Cost: $1,929,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15311,  Location: 4 MI E OK C/L (Lat: 35.382306,  Lng: -97.071644),  Route carried "on" structure: City street N3330,  Year Built: 1961,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 800 (year 2033),  Design Load: H 15,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.420,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $802,000,  Total Project Cost: $1,361,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15312,  Location: 3 MI E OK C/L (Lat: 35.383819,  Lng: -97.089647),  Route carried "on" structure: Interstate 40,  Year Built: 1961,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 17,300 (year 2013),  Truck Traffic: 36%,  Average Future Daily Traffic: 27,680 (year 2033),  Design Load: HS 20,  Features Intersected: S.H. 102 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.763,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 34.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $802,000,  Total Project Cost: $1,361,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15313,  Location: 3 MI E OK C/L (Lat: 35.384117,  Lng: -97.089644),  Route carried "on" structure: Interstate 40,  Year Built: 1961,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 17,650 (year 2013),  Truck Traffic: 36%,  Average Future Daily Traffic: 28,240 (year 2033),  Design Load: HS 20,  Features Intersected: S.H. 102 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.763,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 34.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $802,000,  Total Project Cost: $1,361,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21977,  Location: 1.4 W OF DALE (Lat: 35.391211,  Lng: -97.069333),  Route carried "on" structure: County highway E1120,  Year Built: 1988,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 160 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.39m (20.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $521,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24048,  Location: 0.2 MI N OF SH 270 (Lat: 35.439633,  Lng: -97.091828),  Route carried "on" structure: State highway 102,  Year Built: 1995,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,100 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,560 (year 2033),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.92m (19.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $841,000,  Total Project Cost: $1,428,000 ( Estimate for 2009),  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: 25906,  Location: 1.3 MI N OF I-40 (Lat: 35.402036,  Lng: -97.089450),  Route carried "on" structure: State highway 102,  Year Built: 2002,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,200 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,120 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.172,  Lanes on structure: 4,  Owner: State 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: 3.7m (12.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $800,000,  Total Project Cost: $1,358,000 ( Estimate for 2009)
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Structure Number: 28055,  Location: 5E OF OK C/L (Lat: 35.376944,  Lng: -97.054264),  Route carried "on" structure: State highway 102,  Year Built: 2007,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 7,100 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,360 (year 2033),  Features Intersected: I-40 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.824,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 32.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.97m (29.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $3,098,000,  Roadway Improvement Cost: $5,112,000,  Total Project Cost: $8,676,000 ( Estimate for 2009),  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: 28056,  Location: .5W .8S OF DALE (Lat: 35.380556,  Lng: -97.054444),  Route carried "on" structure: County highway N3340,  Year Built: 2007,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2033),  Design Load: HS 20,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15165,  Location: 2 MI E OK C/L (Lat: 35.383756,  Lng: -97.107125),  Route carried "under" structure: Interstate 40,  Year Built: 1960,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 34,600 (year 2013),  Truck Traffic: 36%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.317,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1531,  Location: 4 MI E OK C/L (Lat: 35.383206,  Lng: -97.071372),  Route carried "under" structure: Interstate 40,  Year Built: 1961,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 17,250 (year 2013),  Truck Traffic: 36%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.642,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 15311,  Location: 4 MI E OK C/L (Lat: 35.382306,  Lng: -97.071644),  Route carried "under" structure: Interstate 40,  Year Built: 1961,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 17,100 (year 2013),  Truck Traffic: 36%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.642,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 15312,  Location: 3 MI E OK C/L (Lat: 35.383819,  Lng: -97.089647),  Route carried "under" structure: State highway 102,  Year Built: 1961,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 15%,  Features Intersected: S.H. 102 UNDER,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  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: 15313,  Location: 3 MI E OK C/L (Lat: 35.384117,  Lng: -97.089644),  Route carried "under" structure: State highway 102,  Year Built: 1961,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 15%,  Features Intersected: S.H. 102 UNDER,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.016,  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: 28055,  Location: 5E OF OK C/L (Lat: 35.376944,  Lng: -97.054264),  Route carried "under" structure: Interstate 40,  Year Built: 2007,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 34,200 (year 2013),  Truck Traffic: 36%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: S.H. 102
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 8.093,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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