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

Find on map >>   Show street view

Structure Number: 23229,  Location: 0.15 M W Jct B.P. & Doneg (Lat: 35.076250,  Lng: -92.456889),  Route carried "on" structure: City street 46450,  Year Built: 1991,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,450 (year 2028),  Features Intersected: STONE DAM CREEK,  Facility Carried by Structure: BEATRICE POWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 23827,  Location: 3.85 Mi. E. JCT. CR 904 (Lat: 35.074728,  Lng: -92.333889),  Route carried "on" structure: County highway 48,  Year Built: 1985,  Status: Posted for load,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 3,323 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2037),  Features Intersected: Warren Creek,  Facility Carried by Structure: Middle Rd
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 6.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Orthotropic,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  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),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 23894,  Location: 6.2MI W SH 89 (Lat: 34.995711,  Lng: -92.581531),  Route carried "on" structure: County highway 3,  Year Built: 2019,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HL 93,  Features Intersected: Tupelo Bayou,  Facility Carried by Structure: Lollie Rd
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 9.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 23895,  Location: 0.1 M N Jct US 64 & CR 46 (Lat: 35.087261,  Lng: -92.348700),  Route carried "on" structure: County highway 46,  Year Built: 2016,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2036),  Features Intersected: Bentley Creek,  Facility Carried by Structure: Lower Ridge Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 23946,  Location: .21 M. E. of Farris Rd. (Lat: 35.089858,  Lng: -92.466300),  Route carried "on" structure: City street 262,  Year Built: 1997,  Status: Posted for load,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 305 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2037),  Features Intersected: Tucker Creek,  Facility Carried by Structure: Adamsbrooke Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  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),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 23988,  Location: 1.0 MI E OF I-40 (Lat: 35.054539,  Lng: -92.399647),  Route carried "on" structure: County highway 50,  Year Built: 2018,  Status: Not yet open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 2,994 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 190 (year 2037),  Design Load: HL 93,  Features Intersected: Little Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 32159,  Location: 4.47 MI E TOAD SUCK DAM (Lat: 35.070347,  Lng: -92.461669),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,400 (year 2038),  Design Load: H 20,  Features Intersected: Stone Dam Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2018

Find on map >>   Show street view

Structure Number: A3919,  Location: 4.05 MI E CONWAY CO LINE (Lat: 35.115950,  Lng: -92.448169),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,927 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Friendship Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.106,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: A6428,  Location: FAULKNER CO LINE (Lat: 35.131189,  Lng: -92.515258),  Route carried "on" structure: Interstate 40,  Year Built: 1992,  Status: Open,  Structure Length: 15.45m (50.69ft),  Average Daily Traffic: 24,633 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,561 (year 2028),  Design Load: HS 20,  Features Intersected: Cadron Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.427,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: A6869,  Location: JCT I 40 & US 65 (Lat: 35.112181,  Lng: -92.435500),  Route carried "on" structure: Interstate 40,  Year Built: 2003,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 20,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 37,704 (year 2028),  Design Load: HS 20,  Features Intersected: US 65-SEC 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.345,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: A6883,  Location: 1.5 mi S of Conway (Lat: 35.050289,  Lng: -92.414239),  Route carried "on" structure: Interstate 40,  Year Built: 2013,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 35,000 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 42,000 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: Stone Dam Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.022,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: A6884,  Location: 2.95 Mi S US 65B (Lat: 35.024078,  Lng: -92.409308),  Route carried "on" structure: Interstate 40,  Year Built: 2012,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 8,500 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 41,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: Gold Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.935,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: B3919,  Location: 4.05 MI E CONWAY CO LINE (Lat: 35.115781,  Lng: -92.448381),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 53,600 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Friendship Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.106,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: B6428,  Location: FAULKNER CO LINE (Lat: 35.130981,  Lng: -92.515392),  Route carried "on" structure: Interstate 40,  Year Built: 1992,  Status: Open,  Structure Length: 15.45m (50.69ft),  Average Daily Traffic: 24,633 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,561 (year 2028),  Design Load: HS 20,  Features Intersected: Cadron Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.427,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: B6869,  Location: JCT I 40 & US 65 (Lat: 35.112111,  Lng: -92.436111),  Route carried "on" structure: Interstate 40,  Year Built: 2004,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 20,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 53,600 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US 65-SEC 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.345,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: B6883,  Location: 1.5 mi S of Conway (Lat: 35.050250,  Lng: -92.414469),  Route carried "on" structure: Interstate 40,  Year Built: 2013,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 35,000 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 42,000 (year 2031),  Design Load: HL 93,  Features Intersected: Stone Dam Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.022,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: B6884,  Location: 2.95 Mi S US 65B (Lat: 35.024097,  Lng: -92.409589),  Route carried "on" structure: Interstate 40,  Year Built: 2012,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 8,500 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 41,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: Gold Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.935,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: M2615,  Location: 0.56 MI E JCT US 65 & 266 (Lat: 35.098997,  Lng: -92.428739),  Route carried "on" structure: State highway 266,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,952 (year 2028),  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: M3374,  Location: 2.3 MI NE INT US 64 & I40 (Lat: 35.125119,  Lng: -92.401728),  Route carried "on" structure: City street 20,  Year Built: 1967,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 230 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2038),  Design Load: H 15,  Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: X0138,  Location: 2.0 MI E CONWAY CO LINE (Lat: 35.120350,  Lng: -92.483911),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 36,000 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 48,200 (year 2038),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.775,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: X0139,  Location: 0.25 MI NW SH 266 UNDERPS (Lat: 35.101381,  Lng: -92.432131),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 64,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 85,700 (year 2038),  Design Load: H 20,  Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.665,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: X0149,  Location: 0.7 MI W OF FAULKNER CO L (Lat: 35.075750,  Lng: -92.553550),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,826 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,597 (year 2028),  Design Load: H 20,  Features Intersected: Ouachita Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: X0181,  Location: 4.5 MI E TOAD SUCK DAM (Lat: 35.070328,  Lng: -92.461139),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,400 (year 2038),  Design Load: H 20,  Features Intersected: Stone Dam Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.026,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2018

Find on map >>   Show street view

Structure Number: X0182,  Location: 6.2 MI E TOAD SUCK DAM (Lat: 35.066458,  Lng: -92.432578),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 34,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,656 (year 2028),  Design Load: H 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2018

Find on map >>   Show street view

Structure Number: X0592,  Location: 2.42 MI N of HWY. 64 (Lat: 35.144289,  Lng: -92.445619),  Route carried "on" structure: State highway 25,  Year Built: 1986,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 7,600 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,381 (year 2028),  Design Load: H 20,  Features Intersected: Beaver Fork Spillway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.895,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: X1514,  Location: E Side of I-40 LM 127.4 (Lat: 35.083903,  Lng: -92.413333),  Route carried "on" structure: City street 64530,  Year Built: 2016,  Status: Open,  Structure Length: 33.53m (110.01ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,242 (year 2036),  Design Load: HL 93,  Features Intersected: Creek,  Facility Carried by Structure: 6th Street Conway
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 2.028,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: 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,  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

Find on map >>   Show street view

Structure Number: 3784,  Location: 2.84 MI SOUTH OF SH 286 (Lat: 35.026050,  Lng: -92.409161),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 20%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: Brannon Landing Rd
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 211.758,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 3784,  Location: 2.84 MI SOUTH OF SH 286 (Lat: 35.026050,  Lng: -92.409161),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 20%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: Brannon Landing Rd
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 211.758,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 3921,  Location: 0.49 MI E JCT US 65B (Lat: 35.099039,  Lng: -92.430739),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: SH 266
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 202.943,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 3921,  Location: 0.49 MI E JCT US 65B (Lat: 35.099039,  Lng: -92.430739),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: SH 266
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 202.987,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 5279,  Location: 7 MI WEST OF CONWAY (Lat: 35.077917,  Lng: -92.545889),  Route carried "under" structure: County highway 72,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2019),  Truck Traffic: 1%,  Features Intersected: CO RD 72
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 48.8m (160.1ft)

Find on map >>   Show street view

Structure Number: 5787,  Location: HENDRIX COL., CONWAY ARK (Lat: 35.101222,  Lng: -92.440167),  Route carried "under" structure: Business US 65,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 65-SEC 9/B,  Facility Carried by Structure: HENDRIX COL PED CR
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 1.497,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 5787,  Location: HENDRIX COL., CONWAY ARK (Lat: 35.101222,  Lng: -92.440167),  Route carried "under" structure: Business US 65,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 65-SEC 9/B,  Facility Carried by Structure: HENDRIX COL PED CR
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 1.497,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6583,  Location: JCT US 65B SH 365 (Lat: 35.066733,  Lng: -92.429925),  Route carried "under" structure: City street 4510,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2002),  Truck Traffic: 1%,  Features Intersected: US65B, RRBent.-Sevr. Rd,  Facility Carried by Structure: SH 60
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.161,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6583,  Location: JCT US 65B SH 365 (Lat: 35.066733,  Lng: -92.429925),  Route carried "under" structure: Business US 65,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US65B, RRBent.-Sevr. Rd,  Facility Carried by Structure: SH 60
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 5.423,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6993,  Location: JCT I-40 & US 65B (Lat: 35.066361,  Lng: -92.417281),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 20%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: US 65B
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 207.187,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6993,  Location: JCT I-40 & US 65B (Lat: 35.066361,  Lng: -92.417281),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 20%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: US 65B
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 207.187,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6993,  Location: JCT I-40 & US 65B (Lat: 35.066361,  Lng: -92.417281),  Route carried "under" structure: Ramp Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: US 65B
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 207.187,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 6993,  Location: JCT I-40 & US 65B (Lat: 35.066361,  Lng: -92.417281),  Route carried "under" structure: Ramp Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: US 65B
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 207.187,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7055,  Location: Jct. SH 25 & I-40 (Lat: 35.118589,  Lng: -92.460139),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 16%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: SH 25
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 198.883,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7055,  Location: Jct. SH 25 & I-40 (Lat: 35.118589,  Lng: -92.460139),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 16%,  Features Intersected: I 40-SEC 32,  Facility Carried by Structure: SH 25
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 198.883,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7226,  Location: Jct I-40 & US 64 (Lat: 35.092019,  Lng: -92.423100),  Route carried "under" structure: US 64,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2014),  Truck Traffic: 16%,  Features Intersected: US 64-Sec 9 EB & WB,  Facility Carried by Structure: I 40-EB & WB Lanes
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 1.304,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7268,  Location: Jct Bkr Wls Pkw&Sturgis (Lat: 35.016481,  Lng: -92.414811),  Route carried "under" structure: County highway 4,  Structure Length: 0. m,  Average Daily Traffic: 8,660 (year 2015),  Truck Traffic: 8%,  Features Intersected: CR 4 / Sturgis Rd,  Facility Carried by Structure: Baker Wills Prkwy
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.067,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7345,  Location: I-40 L.M. 127.44 (Lat: 35.084153,  Lng: -92.415583),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2015),  Truck Traffic: 10%,  Features Intersected: I -40,  Facility Carried by Structure: 6th Street Conway
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 205.095,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 7345,  Location: I-40 L.M. 127.44 (Lat: 35.084153,  Lng: -92.415583),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-40,  Facility Carried by Structure: 6th Street Conway
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 205.095,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 24012,  Location: SH 60 AT LM 1.83 (Lat: 35.070261,  Lng: -92.460989),  Route carried "under" structure: State highway 60,  Structure Length: 0. m,  Features Intersected: SH 60 SEC 00/0,  Facility Carried by Structure: UCA PED CROSS WALK
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 2.945,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: 24012,  Location: SH 60 AT LM 1.83 (Lat: 35.070261,  Lng: -92.460989),  Route carried "under" structure: State highway 60,  Structure Length: 0. m,  Features Intersected: SH 60 SEC 00/0,  Facility Carried by Structure: UCA PED CROSS WALK
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.945,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: A3919,  Location: 4.05 MI E CONWAY CO LINE (Lat: 35.115950,  Lng: -92.448169),  Route carried "under" structure: City street 21286,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: Friendship Rd.,  Facility Carried by Structure: I 40-SEC 32, WB LN
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.048,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: A6869,  Location: JCT I 40 & US 65 (Lat: 35.112181,  Lng: -92.435500),  Route carried "under" structure: US 65,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 16%,  Features Intersected: US 65-SEC 9,  Facility Carried by Structure: I 40-SEC 32, WB LN
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 31.672,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: A6869,  Location: JCT I 40 & US 65 (Lat: 35.112181,  Lng: -92.435500),  Route carried "under" structure: US 65,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 16%,  Features Intersected: US 65-SEC 9,  Facility Carried by Structure: I 40-SEC 32, WB LN
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 31.672,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: B3919,  Location: 4.05 MI E CONWAY CO LINE (Lat: 35.115781,  Lng: -92.448381),  Route carried "under" structure: City street 21286,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: Friendship Rd.,  Facility Carried by Structure: I 40-SEC 32, EB LN
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.032,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: B6869,  Location: JCT I 40 & US 65 (Lat: 35.112111,  Lng: -92.436111),  Route carried "under" structure: US 65,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 16%,  Features Intersected: US 65-SEC 9,  Facility Carried by Structure: I 40-SEC 32, EB LN
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 31.720,  Length of Maximum Span: 0.0m

Find on map >>   Show street view

Structure Number: B6869,  Location: JCT I 40 & US 65 (Lat: 35.112111,  Lng: -92.436111),  Route carried "under" structure: US 65,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 16%,  Features Intersected: US 65-SEC 9,  Facility Carried by Structure: I 40-SEC 32, EB LN
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 31.720,  Length of Maximum Span: 0.0m