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

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Structure Number: 1724,  Location: 6.38 M E Franklin Co L (Lat: 35.434858,  Lng: -93.597331),  Route carried "on" structure: US 64,  Year Built: 1933,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 3,294 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,887 (year 2028),  Design Load: H 20,  Features Intersected: Slough Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.264,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5016,  Location: 6.74 M E Franklin Co Line (Lat: 35.491339,  Lng: -93.599550),  Route carried "on" structure: State highway 352,  Year Built: 1967,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 460 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 682 (year 2028),  Design Load: H 20,  Features Intersected: I 40-SEC 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.847,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6322,  Location: 5.49 M E Franklin Co Line (Lat: 35.495839,  Lng: -93.619369),  Route carried "on" structure: State highway 352,  Year Built: 1990,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 459 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 682 (year 2028),  Design Load: HS 20,  Features Intersected: E fork Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.835,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14351,  Location: 0.64 Mi N. of SH 64 (Lat: 35.448169,  Lng: -93.583308),  Route carried "on" structure: County highway 16,  Year Built: 1939,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 328 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 230 (year 2007),  Features Intersected: Slough Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14352,  Location: 0.84 Mi. South of SH 64 (Lat: 35.426831,  Lng: -93.583469),  Route carried "on" structure: County highway 16,  Year Built: 1960,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 512 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 147 (year 2007),  Features Intersected: Creek,  Facility Carried by Structure: CR 2241
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $236,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A504,  Location: 4.87 M E Franklin Co. (Lat: 35.493981,  Lng: -93.620931),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,048 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CR 440, Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.520,  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: 7,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B504,  Location: 4.87 M E Franklin Co Line (Lat: 35.493750,  Lng: -93.620950),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,048 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CR 440, Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.520,  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: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: CEPSWLARMBPSBOX,  Location: McLean Bottoms (Lat: 35.374281,  Lng: -93.630956),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1947,  Status: Open,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 2 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 2 (year 2038),  Design Load: HS 20,  Features Intersected: Pump Station Road Levee,  Facility Carried by Structure: Levee
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 3.6m (11.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 87.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.32m (46.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $699,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,049,000 ( Estimate for 2021)

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Structure Number: 5016,  Location: 6.74 M E Franklin Co Line (Lat: 35.491339,  Lng: -93.599550),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 21,  Facility Carried by Structure: SH 352-SEC 3
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 80.483,  Length of Maximum Span: 0.0m

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Structure Number: 5016,  Location: 6.74 M E Franklin Co Line (Lat: 35.491339,  Lng: -93.599550),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 21,  Facility Carried by Structure: SH 352-SEC 3
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 80.483,  Length of Maximum Span: 0.0m

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Structure Number: A504,  Location: 4.87 M E Franklin Co. (Lat: 35.493981,  Lng: -93.620931),  Route carried "under" structure: County highway 440,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 1983),  Truck Traffic: 1%,  Features Intersected: CR 440, Horsehead Creek,  Facility Carried by Structure: I 40-SEC 21-WB LN
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.483,  Length of Maximum Span: 0.0m

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Structure Number: B504,  Location: 4.87 M E Franklin Co Line (Lat: 35.493750,  Lng: -93.620950),  Route carried "under" structure: County highway 440,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 1983),  Truck Traffic: 1%,  Features Intersected: Horsehead Cr. & Co. Rd.,  Facility Carried by Structure: I 40-SEC 21-EB LN
Minimum Vertical Clearance: 3.98m (13.06ft),  Kilometerpoint: 0.483,  Length of Maximum Span: 0.0m