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


  • National Bridge Inventory (NBI) Statistics
  • 62Number of bridges
  • 666ft / 203mTotal length
  • $63,935,000Total costs
  • 269,040Total average daily traffic
  • 37,582Total average daily truck traffic
  • 390,784Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Poteau
  • No street view available for this location

New bridges in Poteau, OK - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 71930-1939
  • 81940-1949
  • 31950-1959
  • 51960-1969
  • 101970-1979
  • 21980-1989
  • 51990-1999
  • 212000-2009
Reconstructed bridges in Poteau, OK - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31960-1969
  • 01970-1979
  • 11980-1989
Average Bridge Daily Traffic in Poteau, OK
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 21.9%Very good
  • 34.4%Good
  • 31.3%Satisfactory
  • 9.4%Fair
  • 3.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.6%Very good
  • 25.0%Good
  • 21.9%Satisfactory
  • 12.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 28.1%Very good
  • 31.3%Good
  • 21.9%Satisfactory
  • 9.4%Fair
  • 6.3%Poor
  • 3.1%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Excellent
  • 6.3%Very good
  • 35.4%Good
  • 41.7%Satisfactory
  • 4.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 54.2%Very good
  • 37.5%Good
  • 4.2%Satisfactory
  • 4.2%Fair
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Structure Number: 117,  Location: 1.1E OF SHADYPOINT (Lat: 35.135689,  Lng: -94.650614),  Route carried "on" structure: City street 1492,  Year Built: 1920,  Status: Closed,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 175 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 280 (year 2036),  Design Load: H 10,  Features Intersected: POTEAU RIVER
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 0.5m (1.6ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Critical,  Channel: Good,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 122.40m (401.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $499,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5486,  Location: 0.15 E JCT US-59 (Lat: 34.985664,  Lng: -94.630833),  Route carried "on" structure: State highway 83,  Year Built: 1937,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,160 (year 2036),  Design Load: H 20,  Features Intersected: KANSAS CITY SOUTHERN R.R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.60m (225.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $579,000,  Roadway Improvement Cost: $955,000,  Total Project Cost: $1,620,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6016,  Location: 2.7W 1S OF HOWE (Lat: 34.936994,  Lng: -94.693183),  Route carried "on" structure: County highway 4028C,  Year Built: 1938,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 160 (year 2036),  Design Load: H 10,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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,  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: 27.90m (91.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 611,  Location: 2.7 N, 1.0 E PANAMA (Lat: 35.214747,  Lng: -94.655147),  Route carried "on" structure: County highway 4013C,  Year Built: 1938,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 170 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 272 (year 2036),  Design Load: H 15,  Features Intersected: HOLI-TUSHKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.80m (117.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $290,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6125,  Location: 5.5 W HEAVENER (Lat: 34.893647,  Lng: -94.701308),  Route carried "on" structure: County highway 4032C,  Year Built: 1938,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 300 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 480 (year 2036),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.924,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 32.80m (107.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $265,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6476,  Location: 3.2 E, 1.4 N HOWE (Lat: 34.971153,  Lng: -94.581703),  Route carried "on" structure: County highway E1410,  Year Built: 1938,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 160 (year 2036),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 2.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 41.70m (136.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $339,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6485,  Location: 0.2 MI S OF ARMORY (Lat: 35.037250,  Lng: -94.639567),  Route carried "on" structure: City street N4714,  Year Built: 1938,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,400 (year 2036),  Design Load: H 10,  Features Intersected: MCMURTREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.50m (168.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $419,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7095,  Location: 3.4 W, 1.0 S HOWE (Lat: 34.936706,  Lng: -94.697514),  Route carried "on" structure: County highway 4028C,  Year Built: 1939,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 225 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 360 (year 2036),  Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.654,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 36.30m (119.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $294,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7585,  Location: 2.0 W GILMORE (Lat: 35.048281,  Lng: -94.558042),  Route carried "on" structure: County highway 4066C,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 325 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 520 (year 2036),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.90m (91.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9084,  Location: 2.4 W, 1.1 N MONROE (Lat: 35.010297,  Lng: -94.557931),  Route carried "on" structure: County highway N4760,  Year Built: 1940,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 40 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 64 (year 2036),  Features Intersected: DOUBLE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 46.70m (153.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $380,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 9719,  Location: 2.23 N JCT US-271 (Lat: 35.058819,  Lng: -94.620169),  Route carried "on" structure: US 59,  Year Built: 1941,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 17,700 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,320 (year 2036),  Design Load: H 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.588,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 4.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 9726,  Location: 6.80 N JCT US-271 (Lat: 35.115419,  Lng: -94.650122),  Route carried "on" structure: US 59,  Year Built: 1941,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,200 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,520 (year 2036),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.941,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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: 10.40m (34.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $525,000,  Total Project Cost: $892,000 ( Estimate for 2015)
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Structure Number: 977,  Location: 5.73 N JCT US-271 (Lat: 35.105189,  Lng: -94.638394),  Route carried "on" structure: US 59,  Year Built: 1941,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 12,200 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,520 (year 2036),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.922,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 42.4m (139.1ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 9788,  Location: 4.18 N JCT US-271 (Lat: 35.084467,  Lng: -94.629900),  Route carried "on" structure: US 59,  Year Built: 1941,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 15,700 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,120 (year 2036),  Design Load: H 20,  Features Intersected: POLK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.726,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.50m (54.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $432,000,  Total Project Cost: $733,000 ( Estimate for 2015)
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Structure Number: 1059,  Location: 3.6 S, 2.4 W CAMERON (Lat: 35.085989,  Lng: -94.575742),  Route carried "on" structure: County highway N4750,  Year Built: 1947,  Status: Posted for load,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 80 (year 2036),  Features Intersected: NAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 29.20m (95.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $236,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11027,  Location: .55 MI E OF FRONT ST (Lat: 35.048325,  Lng: -94.616708),  Route carried "on" structure: City street 1446,  Year Built: 1949,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 475 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 760 (year 2036),  Design Load: H 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12847,  Location: 3.0 MI S OF US 271 (Lat: 34.992850,  Lng: -94.642861),  Route carried "on" structure: City street E1395,  Year Built: 1952,  Status: Posted for load,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2036),  Design Load: H 15,  Features Intersected: POTEAU RIVER
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: > 39.9% below),  Length Of Structure Improvement: 118.60m (389.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $606,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $949,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1297,  Location: SE EDGE OF POTEAU (Lat: 35.037675,  Lng: -94.621517),  Route carried "on" structure: City street 1459,  Year Built: 1953,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 320 (year 2036),  Design Load: H 15,  Features Intersected: MCMURTREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.20m (138.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $342,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13184,  Location: .8 MI N OF DEWEY AVE (Lat: 35.058925,  Lng: -94.612050),  Route carried "on" structure: City street E1349,  Year Built: 1954,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,600 (year 2036),  Design Load: H 20,  Features Intersected: CREEK,  Facility Carried by Structure: FAU 1455 (WITTE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.20m (135.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 14722,  Location: 3.0 E, 1.4 N WISTER (Lat: 34.985583,  Lng: -94.685953),  Route carried "on" structure: County highway E1400,  Year Built: 1960,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 320 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.20m (89.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 14859,  Location: 0.5 MI.N.COGGINS ST. (Lat: 35.080128,  Lng: -94.619367),  Route carried "on" structure: City street E1335,  Year Built: 2002,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 300 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 480 (year 2036),  Design Load: HS 20,  Features Intersected: POLK CREEK,  Facility Carried by Structure: POSUM VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: 34.10m (111.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 14893,  Location: .25 MI.N. URBAN LIMITS (Lat: 35.033447,  Lng: -94.628981),  Route carried "on" structure: City street 1451,  Year Built: 1960,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,600 (year 2036),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.70m (136.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 14951,  Location: 3.7 E, 1.4 N WISTER (Lat: 34.985606,  Lng: -94.674264),  Route carried "on" structure: County highway E1400,  Year Built: 1960,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 250 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.80m (127.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 15036,  Location: .35 MI.N. URBAN LIMITS (Lat: 35.035825,  Lng: -94.628986),  Route carried "on" structure: City street 1451,  Year Built: 1960,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,600 (year 2036),  Design Load: H 20,  Features Intersected: MCMURTREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.50m (175.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 16859,  Location: 0.2 MI S OLD SH 112 (Lat: 35.058242,  Lng: -94.610503),  Route carried "on" structure: City street 1461,  Year Built: 1967,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,600 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: INDUSTRIAL BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.10m (111.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 177,  Location: 9.54 N JCT US-270 (Lat: 35.019281,  Lng: -94.646353),  Route carried "on" structure: US 59,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 9,700 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,520 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.535,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 17896,  Location: 2.08 NE JCT US-271 (Lat: 35.112842,  Lng: -94.602075),  Route carried "on" structure: State highway 112,  Year Built: 1970,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,900 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,240 (year 2036),  Design Load: HS 20,  Features Intersected: POTEAU RIVER O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 77.50m (254.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,116,000,  Roadway Improvement Cost: $1,841,000,  Total Project Cost: $3,125,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17948,  Location: 1.7 MI NE JCT US59 (Lat: 35.109589,  Lng: -94.607500),  Route carried "on" structure: State highway 112,  Year Built: 1970,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 8,900 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,240 (year 2036),  Design Load: HS 20,  Features Intersected: POTEAU RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  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: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 126.70m (415.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,704,000,  Roadway Improvement Cost: $2,811,000,  Total Project Cost: $4,771,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18015,  Location: 0.39 N JCT US-271 (Lat: 35.039181,  Lng: -94.641344),  Route carried "on" structure: US 59,  Year Built: 1971,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 8,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,600 (year 2036),  Design Load: HS 20,  Features Intersected: MCMURTREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.50m (63.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $606,000,  Total Project Cost: $1,028,000 ( Estimate for 2015)
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Structure Number: 1865,  Location: 1.96 E JCT US-59 (Lat: 34.985669,  Lng: -94.604575),  Route carried "on" structure: State highway 83,  Year Built: 1974,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,520 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.90m (39.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 18704,  Location: 3.30 E JCT US-59 (Lat: 34.985658,  Lng: -94.581194),  Route carried "on" structure: State highway 83,  Year Built: 1974,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,520 (year 2036),  Design Load: HS 20,  Features Intersected: HORSE PEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.50m (63.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $439,000,  Total Project Cost: $745,000 ( Estimate for 2015)
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Structure Number: 19218,  Location: 8.09 N JCT US-270 (Lat: 34.998639,  Lng: -94.646164),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,840 (year 2036),  Design Load: HS 20,  Features Intersected: POTEAU RIVER O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.017,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 69.20m (227.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,013,000,  Roadway Improvement Cost: $1,672,000,  Total Project Cost: $2,837,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric
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Structure Number: 19231,  Location: 7.82 N JCT US-270 (Lat: 34.994725,  Lng: -94.645861),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,840 (year 2036),  Design Load: HS 20,  Features Intersected: POTEAU RIVER O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.582,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 77.70m (254.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,119,000,  Roadway Improvement Cost: $1,847,000,  Total Project Cost: $3,134,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric
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Structure Number: 19265,  Location: 7.46 N JCT US-270 (Lat: 34.990733,  Lng: -94.643367),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,840 (year 2036),  Design Load: HS 20,  Features Intersected: POTEAU RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.003,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 121.40m (398.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,642,000,  Roadway Improvement Cost: $2,709,000,  Total Project Cost: $4,597,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric
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Structure Number: 19266,  Location: 8.37 N JCT US-270 (Lat: 35.000228,  Lng: -94.645722),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 9,700 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,520 (year 2036),  Design Load: HS 20,  Features Intersected: LONG LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.467,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 121.40m (398.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,642,000,  Roadway Improvement Cost: $2,709,000,  Total Project Cost: $4,597,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric
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Structure Number: 21379,  Location: 4.6 S SPIRO (Lat: 35.174133,  Lng: -94.611353),  Route carried "on" structure: County highway N4730,  Year Built: 1987,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 30 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 48 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.20m (89.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 21439,  Location: 0.5 N, 0.6 W US271/SH112 (Lat: 35.101800,  Lng: -94.642053),  Route carried "on" structure: County highway E1320,  Year Built: 1987,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 150 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 240 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.20m (95.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 22945,  Location: 1.5 MI E OF PANAMA (Lat: 35.165617,  Lng: -94.652831),  Route carried "on" structure: City street 1494,  Year Built: 1991,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 300 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 480 (year 2036),  Design Load: HS 20,  Features Intersected: POTEAU RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 182.90m (600.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $934,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $1,439,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23343,  Location: 2.3 W, 1.4 N GILMORE (Lat: 35.072697,  Lng: -94.563278),  Route carried "on" structure: County highway 4031,  Year Built: 1991,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 650 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,040 (year 2036),  Design Load: HS 20,  Features Intersected: NAIL CREEK,  Facility Carried by Structure: 4024C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 62.30m (204.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $508,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23344,  Location: 0.7 S, 1.4 E POTEAU (Lat: 35.043872,  Lng: -94.649133),  Route carried "on" structure: County highway 4090C,  Year Built: 1993,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 400 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 640 (year 2036),  Design Load: HS 20,  Features Intersected: MCMURTREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.7m (2.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.60m (162.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)
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