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Bridge Statistics for Big Flat, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 187ft / 57mTotal length
  • $3,512,000Total costs
  • 59,524Total average daily traffic
  • 1,513Total average daily truck traffic
  • 42,166Total future (year 2007) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Big Flat
  • No street view available for this location

New bridges in Big Flat, AR - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 31940-1949
  • 11950-1959
  • 31960-1969
  • 21970-1979
  • 11980-1989
  • 12000-2009
Average Bridge Daily Traffic in Big Flat, AR
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Very good
  • 40.0%Good
  • 30.0%Fair
  • 20.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Very good
  • 30.0%Good
  • 20.0%Satisfactory
  • 30.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Very good
  • 40.0%Good
  • 40.0%Satisfactory
  • 10.0%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 37.5%Good
  • 50.0%Satisfactory
  • 12.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Poor
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Structure Number: 203,  Location: 2.0 S JCT OF US 70 (Lat: 34.022469,  Lng: -94.187650),  Route carried "on" structure: US 71,  Year Built: 1937,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 5,300 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,977 (year 2028),  Design Load: H 15,  Features Intersected: SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.468,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 50.90m (166.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,072,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2461,  Location: .82 MI E OF OKLAHOMA LINE (Lat: 34.060867,  Lng: -94.459764),  Route carried "on" structure: US 70,  Year Built: 1947,  Status: Open,  Structure Length: 0.54m (1.77ft),  Average Daily Traffic: 3,700 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,857 (year 2028),  Design Load: H 20,  Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 63.40m (208.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Roadway Improvement Cost: $235,000,  Total Project Cost: $722,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2864,  Location: EAST EDGE OF ANTOINE (Lat: 34.038739,  Lng: -93.418369),  Route carried "on" structure: State highway 26,  Year Built: 1953,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 1,100 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,379 (year 2028),  Design Load: H 15,  Features Intersected: ANTOINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.758,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 260,  Subroute: 26),  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 3.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Other Special Inspection Date: September 2016,  Roadway Improvement Cost: $156,000,  Total Project Cost: $875,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3873,  Location: .6 MI NE NEVADA CO LINE (Lat: 33.903331,  Lng: -93.296431),  Route carried "on" structure: State highway 51,  Year Built: 1965,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 133 (year 2028),  Design Load: H 20,  Features Intersected: I-30-SEC 14 LOG 53.67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Other Special Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5115,  Location: JCT I-40 & CO.RD.68 (Lat: 35.528031,  Lng: -93.894731),  Route carried "on" structure: County highway 68,  Year Built: 1969,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 130 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 174 (year 2007),  Design Load: H 20,  Features Intersected: I-40 SEC 12 LM32.75,  Facility Carried by Structure: Lone Oak Road
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.603,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5321,  Location: JCT I-430 & CRYSTAL HILL (Lat: 34.810681,  Lng: -92.357411),  Route carried "on" structure: State highway 100,  Year Built: 1972,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.13m (29.95ft),  Average Daily Traffic: 46,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,516 (year 2028),  Design Load: HS 20,  Features Intersected: I-430 LOG 11.62
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.038,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  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: 7142,  Location: 1.5 mi E of Jct 106/106S (Lat: 35.786714,  Lng: -91.747953),  Route carried "on" structure: State highway 106,  Year Built: 2009,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,980 (year 2028),  Design Load: HS 20,  Features Intersected: US Lime Haul Prvt Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.447,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11742,  Location: 1.85 W JCT US 63 & CR704 (Lat: 35.705311,  Lng: -90.577489),  Route carried "on" structure: County highway 704,  Year Built: 1975,  Status: Posted for load,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 107 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 133 (year 2007),  Features Intersected: DITCH 10-ZONE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.525,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1314,  Location: .1 M W SH 9 (Lat: 36.413817,  Lng: -91.735833),  Route carried "on" structure: County highway 252,  Year Built: 1948,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 78 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 97 (year 2007),  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 46.60m (152.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Roadway Improvement Cost: $109,000,  Total Project Cost: $353,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1503,  Location: .01 MI NO SH12 (Lat: 36.237222,  Lng: -93.797303),  Route carried "on" structure: County highway 43,  Year Built: 1941,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 254 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 336 (year 2007),  Features Intersected: CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  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: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.9 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.90m (52.17ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Other Special Inspection Date: March 2017,  Roadway Improvement Cost: $109,000,  Total Project Cost: $245,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20352,  Location: 0.3 Mi N of Drew Co. Line (Lat: 33.795692,  Lng: -91.943481),  Route carried "on" structure: County highway 21,  Year Built: 1983,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 55 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 68 (year 2007),  Features Intersected: Ten Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.985,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 23.50m (77.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Roadway Improvement Cost: $109,000,  Total Project Cost: $245,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: X0173,  Location: 3.8 E JCT SH 27 & SH 14 (Lat: 35.983389,  Lng: -92.467869),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 516 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.308,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016
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