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

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Structure Number: 6393,  Location: 2.0 MI. N OF BLACK ROCK (Lat: 36.140689,  Lng: -91.086919),  Route carried "on" structure: State highway 361,  Year Built: 1992,  Status: Open,  Structure Length: 36.27m (119.00ft),  Average Daily Traffic: 610 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 581 (year 2028),  Design Load: HS 20,  Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 16,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6394,  Location: 3.63 MI N & E JCT SH 117 (Lat: 36.143719,  Lng: -91.074978),  Route carried "on" structure: State highway 361,  Year Built: 1992,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 610 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 581 (year 2028),  Design Load: HS 20,  Features Intersected: STRAIGHT LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21328,  Location: 2.5 MI NW OF BLACK ROCK (Lat: 36.134919,  Lng: -91.158956),  Route carried "on" structure: County highway 22,  Year Built: 1993,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 335 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 440 (year 2012),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.956,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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: 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: August 2021

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Structure Number: A0653,  Location: 11.06 MI SE SHARP CO LINE (Lat: 36.138111,  Lng: -91.158139),  Route carried "on" structure: US 63,  Year Built: 1929,  Year Reconstructed: 1954,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,100 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,872 (year 2028),  Design Load: H 20,  Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.848,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 630,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 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: Meets minimum limits,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Roadway Improvement Cost: $400,000,  Total Project Cost: $715,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A0655,  Location: 12.47 MI SE SHARP CO LINE (Lat: 36.121239,  Lng: -91.148919),  Route carried "on" structure: US 63,  Year Built: 1953,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 7,800 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,372 (year 2028),  Design Load: H 20,  Features Intersected: STENNIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.069,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 630,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,093,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M0539,  Location: 0.75 MI WEST OF SH 116 (Lat: 35.100739,  Lng: -93.934911),  Route carried "on" structure: State highway 23,  Year Built: 1948,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,550 (year 2028),  Design Load: H 15,  Features Intersected: Wilma Branch - Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.945,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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: September 2021

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Structure Number: M054,  Location: 0.01MI S JCT SH 23 & 217 (Lat: 35.133211,  Lng: -93.922181),  Route carried "on" structure: State highway 23,  Year Built: 1935,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,893 (year 2028),  Design Load: H 15,  Features Intersected: Galen's Cr.-Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Roadway Improvement Cost: $187,000,  Total Project Cost: $266,000

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Structure Number: M182,  Location: 7.29 MI E JCT SH 115 &117 (Lat: 36.091483,  Lng: -91.179842),  Route carried "on" structure: State highway 117,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,302 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 937 (year 2028),  Design Load: H 15,  Features Intersected: DENTON CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.732,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: March 2020

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Structure Number: M1821,  Location: 2.33 MI SW JCT US 63 117 (Lat: 36.091192,  Lng: -91.156908),  Route carried "on" structure: State highway 117,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,302 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 937 (year 2028),  Design Load: H 15,  Features Intersected: DIVENA BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.889,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: 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: 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: March 2020

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Structure Number: M1822,  Location: 0.22 MI E JCT US 63 & 117 (Lat: 36.108069,  Lng: -91.114072),  Route carried "on" structure: State highway 117,  Year Built: 1929,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,025 (year 2027),  Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  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: 2,  Length of Maximum Span: 7.6m (24.9ft),  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: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $244,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: X0463,  Location: 1.37 MI E JCT US 63 (Lat: 36.106147,  Lng: -91.097119),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,220 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,749 (year 2028),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.9 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: 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: July 2020

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Structure Number: X0888,  Location: 1.5 MNW JCT 117&63 (Lat: 36.135958,  Lng: -91.158178),  Route carried "on" structure: US 63,  Year Built: 1929,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,597 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,872 (year 2028),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.105,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 630,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.6 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: 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: March 2020

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Structure Number: 7263,  Location: 1 MI E SH 117 (Lat: 36.102819,  Lng: -91.098531),  Route carried "under" structure: State highway 25,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 25, Black River,  Facility Carried by Structure: US 63-03- LM 15.81
Minimum Vertical Clearance: 13.12m (43.04ft),  Kilometerpoint: 38.463,  Length of Maximum Span: 0.0m