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

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Structure Number: 23753,  Location: .41 mi W jct SH335 (Lat: 33.247589,  Lng: -92.736008),  Route carried "on" structure: County highway 11,  Year Built: 2014,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2007),  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.557,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Better than present minimum 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 Precast Panels

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Structure Number: 2389,  Location: 0.3 Mi E Jct SH 335 (Lat: 33.242331,  Lng: -92.722361),  Route carried "on" structure: County highway 11,  Year Built: 2016,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 650 (year 2036),  Features Intersected: Holmes Creek Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.396,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 23993,  Location: 0.7 MI NW JCT US 167 (Lat: 33.134397,  Lng: -92.648300),  Route carried "on" structure: County highway 5,  Year Built: 2018,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 270 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2037),  Features Intersected: Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.721,  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: 5.8m (19.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 44.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23994,  Location: 0.8 MI NW JCT US 167 (Lat: 33.135658,  Lng: -92.649578),  Route carried "on" structure: County highway 5,  Year Built: 2018,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 270 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2037),  Features Intersected: O'Neal Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.530,  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: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24033,  Location: .10 Mi E SH 167 (Lat: 33.265208,  Lng: -92.635350),  Route carried "on" structure: County highway 9,  Year Built: 2018,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 170 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 250 (year 2038),  Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A5695,  Location: .2 MI W OF JCT 82B (Lat: 33.190150,  Lng: -92.621869),  Route carried "on" structure: US 82,  Year Built: 1978,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,223 (year 2028),  Design Load: HS 20,  Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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

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Structure Number: A5696,  Location: @ JCT US 82 & US 167 (Lat: 33.186400,  Lng: -92.635369),  Route carried "on" structure: US 82,  Year Built: 1978,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,400 (year 2038),  Design Load: HS 20,  Features Intersected: US 167-SEC 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.027,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A5788,  Location: 2.7 MI E JCT US 82 & 82B (Lat: 33.186831,  Lng: -92.671750),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 4,860 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,937 (year 2028),  Design Load: HS 20,  Features Intersected: SOUTHWEST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.608,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: A5789,  Location: 2.5 MI E JCT 82 & 82B (Lat: 33.187550,  Lng: -92.674958),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 10.01m (32.84ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,700 (year 2038),  Design Load: HS 20,  Features Intersected: Ouachita Valley RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.295,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  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: High priority of corrective action,  Underclear: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A5791,  Location: 1.6 MI E JCT US 82 & 82B (Lat: 33.191339,  Lng: -92.689739),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 35.02m (114.90ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,900 (year 2038),  Design Load: HS 20,  Features Intersected: WESSON RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.847,  Lanes on 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: 21,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  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: Better than present minimum criteria,  Underclear: Superior 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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A7074,  Location: Jct. US 167 & 82B (Lat: 33.198069,  Lng: -92.641281),  Route carried "on" structure: US 167,  Year Built: 2011,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,953 (year 2026),  Design Load: HS 20,  Features Intersected: US 82B Sec. 5B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.108,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: A7075,  Location: .50 Mi S Jct US 63 (Lat: 33.202919,  Lng: -92.641361),  Route carried "on" structure: US 167,  Year Built: 2011,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,953 (year 2026),  Design Load: HS 20,  Features Intersected: Memory Lane,Cook St,RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.671,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2019,  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: B5695,  Location: .2 MI W OF JCT US 82B (Lat: 33.189978,  Lng: -92.621778),  Route carried "on" structure: US 82,  Year Built: 1978,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,000 (year 2038),  Design Load: HS 20,  Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B5696,  Location: @ JCT US 82 & US 167 (Lat: 33.186589,  Lng: -92.635369),  Route carried "on" structure: US 82,  Year Built: 1978,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,937 (year 2028),  Design Load: HS 20,  Features Intersected: US 167-SEC 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.027,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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

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Structure Number: B5788,  Location: 2.7 MI E JCT US 82 & 82B (Lat: 33.187000,  Lng: -92.671689),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 4,860 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,937 (year 2028),  Design Load: HS 20,  Features Intersected: SOUTHWEST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.601,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: B5789,  Location: 2.5 MI E JCT US 82 & 82B (Lat: 33.187750,  Lng: -92.675028),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,570 (year 2028),  Design Load: HS 20,  Features Intersected: ouachita Valley RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.295,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Meets minimum limits,  Underclear: Superior 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B5791,  Location: 1.6 MI E JCT US 82 & 82B (Lat: 33.191500,  Lng: -92.689633),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 34.66m (113.71ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,570 (year 2028),  Design Load: HS 20,  Features Intersected: WESSON RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.847,  Lanes on 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: 21,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B7074,  Location: JCT 167 & 82B (Lat: 33.197969,  Lng: -92.641139),  Route carried "on" structure: US 167,  Year Built: 2010,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,700 (year 2038),  Design Load: HS 20,  Features Intersected: US 82-B Sec.-5B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.108,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: B7075,  Location: .50 mi.S jct. US 63 (Lat: 33.202919,  Lng: -92.641211),  Route carried "on" structure: US 167,  Year Built: 2009,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,700 (year 2038),  Design Load: HS 20,  Features Intersected: Memory Lane.CookSt/RR
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 24.671,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B7085,  Location: 1.03 mi. NW Jct. US 167 (Lat: 33.264947,  Lng: -92.651389),  Route carried "on" structure: State highway 7,  Year Built: 2010,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 5,800 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,600 (year 2038),  Design Load: HS 20,  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M0406,  Location: 0.4 MI SW OF JCT US &2 (Lat: 33.188319,  Lng: -92.696978),  Route carried "on" structure: State highway 15,  Year Built: 1931,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,692 (year 2028),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.144,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: M0407,  Location: 0.42 MI E OF US 167 (Lat: 33.215258,  Lng: -92.627250),  Route carried "on" structure: US 63,  Year Built: 1930,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,600 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,793 (year 2028),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.826,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  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: Very 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: X0472,  Location: 2.43 MI W JCT US 167 (Lat: 33.188178,  Lng: -92.677808),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,400 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,700 (year 2038),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.150,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.0 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,  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: May 2020

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Structure Number: X0473,  Location: 0.79 MI W JCT US 167 (Lat: 33.185419,  Lng: -92.648550),  Route carried "on" structure: US 82,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,400 (year 2038),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.790,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: X107,  Location: 3.3 mi E of us 167 (Lat: 33.174739,  Lng: -92.585278),  Route carried "on" structure: US 82,  Year Built: 2003,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,897 (year 2028),  Design Load: H 20,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 27.2 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: X1321,  Location: 3.42 mi n jct. US 82 (Lat: 33.244431,  Lng: -92.636161),  Route carried "on" structure: US 167,  Year Built: 2007,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,800 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,262 (year 2026),  Design Load: HS 20,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.612,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.0 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,  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: December 2021

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Structure Number: X1592,  Location: 3.0 MI N JCT US 82 (Lat: 33.253347,  Lng: -92.724769),  Route carried "on" structure: State highway 335,  Year Built: 2020,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 1,500 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,900 (year 2036),  Design Load: HL 93,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 639,  Location: 1.28 MI E JCT US 167B (Lat: 33.203289,  Lng: -92.645553),  Route carried "under" structure: Business US 82,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5B,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 5.760,  Length of Maximum Span: 0.0m

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Structure Number: 1801,  Location: 0.1 MI E JCT S WEST AVE (Lat: 33.207450,  Lng: -92.663431),  Route carried "under" structure: City street 28860,  Structure Length: 0. m,  Average Daily Traffic: 52 (year 1983),  Truck Traffic: 1%,  Features Intersected: UN PAC RR & Jackson St,  Facility Carried by Structure: US 82B S5 LM 2.42
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.177,  Length of Maximum Span: 0.0m

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Structure Number: 1801,  Location: 0.1 MI E JCT S WEST AVE (Lat: 33.207450,  Lng: -92.663431),  Route carried "under" structure: City street 28860,  Structure Length: 0. m,  Average Daily Traffic: 202 (year 1983),  Truck Traffic: 1%,  Features Intersected: UN PAC RR & Jackson St,  Facility Carried by Structure: US 82B S5 LM 2.42
Minimum Vertical Clearance: 8.29m (27.20ft),  Kilometerpoint: 0.531,  Length of Maximum Span: 0.0m

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Structure Number: 5219,  Location: 0.2 MI N JCT US 167 (Lat: 33.254947,  Lng: -92.648864),  Route carried "under" structure: State highway 7,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 7-SEC 2,  Facility Carried by Structure: UNION PAC RR
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.145,  Length of Maximum Span: 0.0m

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Structure Number: 5697,  Location: 1.5 MI W JCT US 167 (Lat: 33.185719,  Lng: -92.660881),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 32.631,  Length of Maximum Span: 0.0m

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Structure Number: 5697,  Location: 1.5 MI W JCT US 167 (Lat: 33.185719,  Lng: -92.660881),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 32.638,  Length of Maximum Span: 0.0m

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Structure Number: 579,  Location: 1.8 MI E JCT US 82 & 82B (Lat: 33.189139,  Lng: -92.683261),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5,  Facility Carried by Structure: Union Co HINSON RD
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 30.626,  Length of Maximum Span: 0.0m

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Structure Number: 579,  Location: 1.8 MI E JCT US 82 & 82B (Lat: 33.189139,  Lng: -92.683261),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5,  Facility Carried by Structure: Union Co HINSON RD
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 30.626,  Length of Maximum Span: 0.0m

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Structure Number: 5792,  Location: 1.4 MI E JCT US 82 & 82B (Lat: 33.192831,  Lng: -92.693131),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5,  Facility Carried by Structure: SH15 SEC1 LM 20.94
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 29.493,  Length of Maximum Span: 0.0m

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Structure Number: 5792,  Location: 1.4 MI E JCT US 82 & 82B (Lat: 33.192831,  Lng: -92.693131),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5,  Facility Carried by Structure: SH15 SEC1 LM 20.94
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 29.499,  Length of Maximum Span: 0.0m

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Structure Number: 5793,  Location: 0.5 MI W TIMBERLANE DR (Lat: 33.199031,  Lng: -92.699539),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5,  Facility Carried by Structure: PARNELL ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 28.576,  Length of Maximum Span: 0.0m

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Structure Number: 5793,  Location: 0.5 MI W TIMBERLANE DR (Lat: 33.199031,  Lng: -92.699539),  Route carried "under" structure: US 82,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5,  Facility Carried by Structure: PARNELL ROAD
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 28.582,  Length of Maximum Span: 0.0m

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Structure Number: 5794,  Location: @ JCT US 82B (W EL DORADO (Lat: 33.208261,  Lng: -92.701511),  Route carried "under" structure: Business US 82,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-SEC 5B
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.274,  Length of Maximum Span: 0.0m

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Structure Number: 6904,  Location: Intersection US 63 &167 (Lat: 33.213531,  Lng: -92.634239),  Route carried "under" structure: US 167,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 167,  Facility Carried by Structure: US 63 S-18 LM17.70
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 26.071,  Length of Maximum Span: 0.0m

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Structure Number: 7047,  Location: 1.34 MI N JCT US 82 (Lat: 33.231589,  Lng: -92.631600),  Route carried "under" structure: US 167,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 167-sec 1,  Facility Carried by Structure: CORd19 Z-D LM 2.06
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 28.083,  Length of Maximum Span: 0.0m

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Structure Number: 7047,  Location: 1.34 MI N JCT US 82 (Lat: 33.231589,  Lng: -92.631600),  Route carried "under" structure: US 167,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2014),  Truck Traffic: 18%,  Features Intersected: US 167-sec 1,  Facility Carried by Structure: CORd19 Z-D LM 2.06
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 28.083,  Length of Maximum Span: 0.0m

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Structure Number: 7076,  Location: 1.5 Mi N Jct. 82 & 167 (Lat: 33.207011,  Lng: -92.639981),  Route carried "under" structure: US 167,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 167 Sec. 1,  Facility Carried by Structure: 26440 Z-0 LM 15.64
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 25.170,  Length of Maximum Span: 0.0m

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Structure Number: 7084,  Location: Jct Hwy 167 & 7 (Lat: 33.253819,  Lng: -92.648031),  Route carried "under" structure: State highway 7,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 18%,  Features Intersected: Sh 7 - Sec. 2
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 7084,  Location: Jct Hwy 167 & 7 (Lat: 33.253819,  Lng: -92.648031),  Route carried "under" structure: State highway 7,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 18%,  Features Intersected: AR 7 / US 167
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 2062,  Location: 0.35 MI N JCT US 82B (Lat: 33.212317,  Lng: -92.665500),  Route carried "under" structure: Business US 167,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 167B,  Facility Carried by Structure: PEDESTRIAN OVRPS
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.515,  Length of Maximum Span: 0.0m

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Structure Number: A5696,  Location: @ JCT US 82 & US 167 (Lat: 33.186400,  Lng: -92.635369),  Route carried "under" structure: US 167,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 167-SEC 1,  Facility Carried by Structure: US82 S-5,EB LM21.7
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 22.655,  Length of Maximum Span: 0.0m

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Structure Number: A5788,  Location: 2.7 MI E JCT US 82 & 82B (Lat: 33.186831,  Lng: -92.671750),  Route carried "under" structure: City street 54440,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1983),  Truck Traffic: 1%,  Features Intersected: SOUTHWEST AVE.,  Facility Carried by Structure: US82 S5 LM19.64 EB
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 31.376,  Length of Maximum Span: 0.0m

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Structure Number: A7074,  Location: Jct. US 167 & 82B (Lat: 33.198069,  Lng: -92.641281),  Route carried "under" structure: Business US 82,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82B Sec. 5B,  Facility Carried by Structure: US167 Sec1 LM14.98
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 6.437,  Length of Maximum Span: 0.0m

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Structure Number: A7075,  Location: .50 Mi S Jct US 63 (Lat: 33.202919,  Lng: -92.641361),  Route carried "under" structure: City street 38130,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2011),  Truck Traffic: 1%,  Features Intersected: Memory Lane,Cook St,RR,  Facility Carried by Structure: US 167 S1 LM15.33
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.483,  Length of Maximum Span: 0.0m

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Structure Number: A7075,  Location: .50 Mi S Jct US 63 (Lat: 33.202919,  Lng: -92.641361),  Route carried "under" structure: City street 12840,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 1%,  Features Intersected: Memory Lane,Cook St,RR,  Facility Carried by Structure: US 167 S1 LM15.33
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 2.301,  Length of Maximum Span: 0.0m

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Structure Number: B5696,  Location: @ JCT US 82 & US 167 (Lat: 33.186589,  Lng: -92.635369),  Route carried "under" structure: US 167,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 167-SEC 1,  Facility Carried by Structure: US82-S5,WB LM21.77
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 22.671,  Length of Maximum Span: 0.0m

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Structure Number: B5788,  Location: 2.7 MI E JCT US 82 & 82B (Lat: 33.187000,  Lng: -92.671689),  Route carried "under" structure: City street 54440,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1983),  Truck Traffic: 1%,  Features Intersected: SOUTHWEST AVE.,  Facility Carried by Structure: US82 S5 LM 19.64WB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 31.408,  Length of Maximum Span: 0.0m

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Structure Number: B7074,  Location: JCT 167 & 82B (Lat: 33.197969,  Lng: -92.641139),  Route carried "under" structure: Business US 82,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 82-B Sec. 5B,  Facility Carried by Structure: US167 S-1NB LM14.9
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 6.437,  Length of Maximum Span: 0.0m

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Structure Number: B7075,  Location: .50 mi.S jct. US 63 (Lat: 33.202919,  Lng: -92.641211),  Route carried "under" structure: City street 38130,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2011),  Truck Traffic: 1%,  Features Intersected: Memory Lane.CookSt/RR,  Facility Carried by Structure: US 167 S1 LM 15.33
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.483,  Length of Maximum Span: 0.0m

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Structure Number: B7075,  Location: .50 mi.S jct. US 63 (Lat: 33.202919,  Lng: -92.641211),  Route carried "under" structure: City street 20760,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 1%,  Features Intersected: Memory Lane.CookSt/RR,  Facility Carried by Structure: US 167 S1 LM 15.33
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m