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

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Structure Number: 3968,  Location: 0.12 Mi North of US 64 (Lat: 35.257189,  Lng: -93.052650),  Route carried "on" structure: County highway 275,  Year Built: 1967,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 33 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 57 (year 2007),  Design Load: H 15,  Features Intersected: I 40-SEC 22,  Facility Carried by Structure: Galla Park Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7115,  Location: 5.94 Mi E of Jct SH 7 (Lat: 35.224361,  Lng: -93.041161),  Route carried "on" structure: State highway 247,  Year Built: 2011,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,350 (year 2029),  Design Load: HL 93,  Features Intersected: Galla Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.560,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Very 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: 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

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Structure Number: 7116,  Location: 0.12 Mi. S Jct SH 64 (Lat: 35.246311,  Lng: -93.036531),  Route carried "on" structure: State highway 247,  Year Built: 2011,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,350 (year 2029),  Design Load: HL 93,  Features Intersected: E Ash Rd & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.215,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.8m (78.1ft)

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: Equal to 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

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Structure Number: 7213,  Location: .25 M W Jct SH 247 (Lat: 35.250489,  Lng: -93.040319),  Route carried "on" structure: US 64,  Year Built: 2013,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,800 (year 2031),  Design Load: HL 93,  Features Intersected: Galla Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.150,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1627,  Location: 1.24 M NE from end SH 363 (Lat: 35.264028,  Lng: -93.005828),  Route carried "on" structure: County highway 34,  Year Built: 1930,  Year Reconstructed: 1970,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,036 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 285 (year 2007),  Features Intersected: Galla Creek,  Facility Carried by Structure: Was SR 363
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  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,  Number Of Approach Spans: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  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: Bituminous

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Structure Number: 18209,  Location: 3.96 N SH 105 (Lat: 35.202642,  Lng: -93.048950),  Route carried "on" structure: City street 49120,  Year Built: 1941,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 271 (year 2007),  Features Intersected: Creek,  Facility Carried by Structure: River Rd - A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.371,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21976,  Location: .52 E OF SH 247 (Lat: 35.247889,  Lng: -93.040778),  Route carried "on" structure: City street 2210,  Year Built: 1998,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 919 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,341 (year 2017),  Features Intersected: Galla Creek,  Facility Carried by Structure: E. Ash St - A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: June 2020

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Structure Number: 2252,  Location: 1.8 MI E SH 331 (Lat: 35.284444,  Lng: -93.057333),  Route carried "on" structure: County highway 33,  Year Built: 1995,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,900 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,916 (year 2021),  Features Intersected: Cove Creek,  Facility Carried by Structure: Bradley Cove Rd- B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: 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,  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: August 2021

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Structure Number: A3969,  Location: 0.31 M W Jct SH 363 (Lat: 35.251631,  Lng: -93.040161),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,882 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Galla Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.381,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: B3969,  Location: 0.31 M W of SH 363 (Lat: 35.251389,  Lng: -93.040219),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 17,882 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Galla Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.381,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: X1187,  Location: 3.7 Mi E of Jct SH 7 (Lat: 35.223189,  Lng: -93.079681),  Route carried "on" structure: State highway 247,  Year Built: 2011,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 7,300 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,350 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: Tanyard Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021

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Structure Number: X1544,  Location: 0.16 M S Jct US 64 (Lat: 35.251408,  Lng: -93.048478),  Route carried "on" structure: State highway 331,  Year Built: 2018,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 2,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,100 (year 2038),  Design Load: HL 93,  Features Intersected: Creek
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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

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Structure Number: 3968,  Location: 0.12 Mi North of US 64 (Lat: 35.257189,  Lng: -93.052650),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 22,  Facility Carried by Structure: Galla Park Rd.
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 140.077,  Length of Maximum Span: 0.0m

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Structure Number: 3968,  Location: 0.12 Mi North of US 64 (Lat: 35.257189,  Lng: -93.052650),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 22,  Facility Carried by Structure: Galla Park Rd.
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 140.077,  Length of Maximum Span: 0.0m

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Structure Number: 397,  Location: 0.08 M N Jct SH 64 (Lat: 35.249439,  Lng: -93.035211),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 22,  Facility Carried by Structure: SH 363-SEC 1
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 141.880,  Length of Maximum Span: 0.0m

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Structure Number: 397,  Location: 0.08 M N Jct SH 64 (Lat: 35.249439,  Lng: -93.035211),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 22,  Facility Carried by Structure: SH 363-SEC 1
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 141.880,  Length of Maximum Span: 0.0m

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Structure Number: 7116,  Location: 0.12 Mi. S Jct SH 64 (Lat: 35.246311,  Lng: -93.036531),  Route carried "under" structure: City street 2210,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2012),  Features Intersected: E Ash Rd & UP RR,  Facility Carried by Structure: SH 247
Minimum Vertical Clearance: 11.49m (37.70ft),  Kilometerpoint: 1.207,  Length of Maximum Span: 0.0m

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Structure Number: M2532,  Location: .11 MI S JCT US 64 (Lat: 35.251667,  Lng: -93.048333),  Route carried "under" structure: State highway 331,  Structure Length: 0. m,  Average Daily Traffic: 3,600 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 331-SEC 0,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 3.50m (11.48ft),  Kilometerpoint: 0.177,  Length of Maximum Span: 0.0m