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

Find on map >>   Show street view

Structure Number: 3767,  Location: .07 Mi North Of Wheatley (Lat: 34.929839,  Lng: -91.108208),  Route carried "on" structure: State highway 78,  Year Built: 1965,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 410 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,694 (year 2028),  Design Load: H 20,  Features Intersected: I-40/Sec-51/L-220.85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.208,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  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: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Total Project Cost: $307,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3768,  Location: 3.87 Miles East Of Sh 78 (Lat: 34.944511,  Lng: -91.046181),  Route carried "on" structure: County highway 919,  Year Built: 1965,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 50 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 48 (year 2007),  Design Load: H 15,  Features Intersected: I-40/Sec-51/L-224.72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 5463,  Location: 1.1 Miles North Jct I-40 (Lat: 34.944619,  Lng: -91.113300),  Route carried "on" structure: State highway 78,  Year Built: 1972,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 670 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 700 (year 2038),  Design Load: H 20,  Features Intersected: E Br Flat Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7302,  Location: .15 Mi Sw St. Francis Co. (Lat: 34.909272,  Lng: -91.117081),  Route carried "on" structure: US 70,  Year Built: 2016,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 1,700 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,200 (year 2034),  Design Load: HL 93,  Features Intersected: Flat Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.343,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16975,  Location: 1.65 Mi S OfJct 930 & 929 (Lat: 34.936669,  Lng: -91.126461),  Route carried "on" structure: County highway 929,  Year Built: 1955,  Year Reconstructed: 1995,  Status: Closed,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 29 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 24 (year 2007),  Features Intersected: Flat Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.927,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Imminent failure,  Superstructure: Fair,  Substructure: Imminent failure,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $289,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: A3766,  Location: 4.23 Miles East Of Sh 17 (Lat: 34.925861,  Lng: -91.126311),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 16,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,545 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Flat Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 353.879,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: B3766,  Location: 4.23 Mi East Of Jct Sh 17 (Lat: 34.925653,  Lng: -91.126189),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 16,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,545 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Flat Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 353.879,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: X1454,  Location: 1.13 Mi Sw St Francis Co (Lat: 34.904669,  Lng: -91.135178),  Route carried "on" structure: US 70,  Year Built: 2016,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 1,800 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,200 (year 2034),  Design Load: HL 93,  Features Intersected: Maple Slough
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.605,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3767,  Location: .07 Mi North Of Wheatley (Lat: 34.929839,  Lng: -91.108208),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2019),  Truck Traffic: 1%,  Features Intersected: I-40/Sec-51/L-220.80,  Facility Carried by Structure: Sh-78/Sec-1/L-5.1
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 355.343,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 3767,  Location: .07 Mi North Of Wheatley (Lat: 34.929839,  Lng: -91.108208),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2019),  Truck Traffic: 1%,  Features Intersected: I-40/Sec-51/L-220.85,  Facility Carried by Structure: Sh-78/Sec-1/L-5.1
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 355.343,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 3768,  Location: 3.87 Miles East Of Sh 78 (Lat: 34.944511,  Lng: -91.046181),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 51,  Facility Carried by Structure: Cr-919/Z-G/L-2.31
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 361.652,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 3768,  Location: 3.87 Miles East Of Sh 78 (Lat: 34.944511,  Lng: -91.046181),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 51,  Facility Carried by Structure: Cr-919/Z-G/L-2.31
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 361.652,  Length of Maximum Span: 0.0m