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

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Structure Number: 1414,  Location: 1.60 NE JCT OF SH 323 (Lat: 35.296419,  Lng: -91.599800),  Route carried "on" structure: State highway 367,  Year Built: 1930,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,131 (year 2028),  Design Load: H 15,  Features Intersected: OVERFLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.397,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  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: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $125,000,  Total Project Cost: $456,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2111,  Location: 2.54 MI N Jct US 67 (Lat: 35.355889,  Lng: -91.564147),  Route carried "on" structure: US 167,  Year Built: 1987,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 8,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,164 (year 2028),  Design Load: HS 20,  Features Intersected: OVER FLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.088,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 569,  Location: JCT 258 & US 67 (Lat: 35.324889,  Lng: -91.541461),  Route carried "on" structure: State highway 258,  Year Built: 1978,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 220 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 352 (year 2028),  Design Load: HS 20,  Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5691,  Location: 2.51 MI NE JCT US 167 (Lat: 35.339511,  Lng: -91.530311),  Route carried "on" structure: County highway 236,  Year Built: 1978,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 13 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 75 (year 2007),  Design Load: HS 20,  Features Intersected: US 67-13-11.68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.792,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 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: Better than 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6036,  Location: 1.54 MI W JCT SH 167 (Lat: 35.326589,  Lng: -91.589281),  Route carried "on" structure: State highway 258,  Year Built: 1986,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 820 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,003 (year 2028),  Design Load: HS 20,  Features Intersected: OVERFLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17502,  Location: JCT Collins & Ditch 13 Rd (Lat: 35.296214,  Lng: -91.552133),  Route carried "on" structure: County highway 96,  Year Built: 1940,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 38 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 51 (year 2007),  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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,  Deck Geometry: Equal to 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 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 1755,  Location: .9 E JCT US 167 (Lat: 35.339261,  Lng: -91.546339),  Route carried "on" structure: County highway 306,  Year Built: 1925,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 567 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 213 (year 2007),  Features Intersected: BIG MINGO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.311,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $240,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23266,  Location: 0.6M N CORD381 & SH367 (Lat: 35.301939,  Lng: -91.606567),  Route carried "on" structure: County highway 381,  Year Built: 2010,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 157 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 94 (year 2028),  Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A1327,  Location: 2.3 MI E JCT SH 367&US64 (Lat: 35.302061,  Lng: -91.530800),  Route carried "on" structure: US 64,  Year Built: 1930,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: H 20,  Features Intersected: BIG MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Roadway Improvement Cost: $265,000,  Total Project Cost: $777,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A1328,  Location: 3.89 MI E JCT US 67 (Lat: 35.296761,  Lng: -91.503961),  Route carried "on" structure: US 64,  Year Built: 1930,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: H 20,  Features Intersected: LITTLE MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Roadway Improvement Cost: $265,000,  Total Project Cost: $776,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A1922,  Location: 0.19 M E JCT SH 367&US64 (Lat: 35.313050,  Lng: -91.562769),  Route carried "on" structure: US 64,  Year Built: 1935,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: H 20,  Features Intersected: Grubbs Rd. & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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,  Number Of Approach Spans: 4,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A5569,  Location: 1.78 M W JCT US 167 (Lat: 35.320308,  Lng: -91.590678),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,519 (year 2028),  Design Load: HS 20,  Features Intersected: OVERFLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A557,  Location: 1.14 M W JCT US 167 (Lat: 35.320261,  Lng: -91.579581),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,841 (year 2028),  Design Load: HS 20,  Features Intersected: CR 71 WHITE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Total Project Cost: $170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A5688,  Location: JCT US 67/167/64 (Lat: 35.319769,  Lng: -91.561881),  Route carried "on" structure: US 67,  Year Built: 1978,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 9,402 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,841 (year 2028),  Design Load: HS 20,  Features Intersected: US 167 Sec 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.709,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 34.5 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Total Project Cost: $243,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: A5689,  Location: .34 MI NE OF JCT 167 (Lat: 35.319600,  Lng: -91.555511),  Route carried "on" structure: US 67,  Year Built: 1978,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,421 (year 2028),  Design Load: HS 20,  Features Intersected: UPRR&GRUBBS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.289,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B5569,  Location: 1.78 MI W JCT US 167 (Lat: 35.320058,  Lng: -91.590808),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 27,300 (year 2038),  Design Load: HS 20,  Features Intersected: OVERFLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: B557,  Location: 1.14 MI W JCT US 167 (Lat: 35.320019,  Lng: -91.579600),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 27,300 (year 2038),  Design Load: HS 20,  Features Intersected: CO RD 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  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: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Total Project Cost: $170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B5688,  Location: JCT US 67/167/64 (Lat: 35.319539,  Lng: -91.561889),  Route carried "on" structure: US 67,  Year Built: 1978,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 9,402 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 24,700 (year 2038),  Design Load: HS 20,  Features Intersected: US 64-SEC 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.709,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 34.5 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Total Project Cost: $243,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B5689,  Location: .34 MI NE OF JCT 167 (Lat: 35.319369,  Lng: -91.555769),  Route carried "on" structure: US 67,  Year Built: 1978,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,300 (year 2038),  Design Load: HS 20,  Features Intersected: UPRR& Grubbs Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.273,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: M1164,  Location: .4 M E JCT SH367&US64 (Lat: 35.309578,  Lng: -91.558006),  Route carried "on" structure: US 64,  Year Built: 1930,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: M1165,  Location: 1.3 M E OF JCT SH367&US64 (Lat: 35.305269,  Lng: -91.546689),  Route carried "on" structure: US 64,  Year Built: 1930,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: M1166,  Location: 3.2 M E OF US 67 (Lat: 35.298639,  Lng: -91.513219),  Route carried "on" structure: US 64,  Year Built: 1930,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,700 (year 2033),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.729,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: M1244,  Location: .10 NE JCT SH 367 & US 67 (Lat: 35.317958,  Lng: -91.561258),  Route carried "on" structure: ServiceCounty highway 67,  Year Built: 1930,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 260 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 65 (year 2034),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.835,  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: 4,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: M1245,  Location: 0.1 MI N JCT SH 258 SH367 (Lat: 35.326328,  Lng: -91.548539),  Route carried "on" structure: State highway 367,  Year Built: 1930,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,304 (year 2028),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 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 2021

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Structure Number: M1246,  Location: 0.1 MI N JCT SH 258 SH367 (Lat: 35.328019,  Lng: -91.546550),  Route carried "on" structure: State highway 367,  Year Built: 1930,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,168 (year 2028),  Design Load: H 15,  Features Intersected: BIG MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: M2186,  Location: 0.10 MI N JCT US 67 & 167 (Lat: 35.318011,  Lng: -91.561719),  Route carried "on" structure: US 64,  Year Built: 1939,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,972 (year 2028),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  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: 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: M2882,  Location: 2.45 MI N JCT US 67 & 323 (Lat: 35.321281,  Lng: -91.623919),  Route carried "on" structure: State highway 323,  Year Built: 1940,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 940 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,165 (year 2028),  Design Load: H 10,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.599,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 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: August 2021

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Structure Number: X0313,  Location: 0.78 MI N JCT SH 323 (Lat: 35.311028,  Lng: -91.612539),  Route carried "on" structure: US 67,  Year Built: 1976,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 21,000 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 27,300 (year 2038),  Design Load: H 20,  Features Intersected: POWDER FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.910,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: 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: 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: X0314,  Location: 1.68 MI N JCT SH 323 (Lat: 35.317608,  Lng: -91.598628),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 21,000 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 27,300 (year 2038),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.330,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

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: 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: April 2020

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Structure Number: X0315,  Location: 0.1 MI S JCT US 167 (Lat: 35.318981,  Lng: -91.563431),  Route carried "on" structure: Ramp US 67,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,800 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,750 (year 2028),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.610,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: July 2021

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Structure Number: X0316,  Location: 0.1 MI S JCT US 167 (Lat: 35.320469,  Lng: -91.563081),  Route carried "on" structure: Ramp US 67,  Year Built: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,048 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,750 (year 2028),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.642,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: 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: 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: July 2021

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Structure Number: X0317,  Location: 0.1 MI S JCT US 167 (Lat: 35.319547,  Lng: -91.562519),  Route carried "on" structure: US 67,  Year Built: 1976,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 18,804 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 24,700 (year 2038),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.645,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 23 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: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: X0437,  Location: .86 NE JCT 167 (Lat: 35.320128,  Lng: -91.546778),  Route carried "on" structure: US 67,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,300 (year 2038),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.110,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: X0438,  Location: 1.18 MI NE JCT 167 (Lat: 35.323478,  Lng: -91.543069),  Route carried "on" structure: US 67,  Year Built: 1978,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,300 (year 2038),  Design Load: H 20,  Features Intersected: BIG MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.625,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: X0441,  Location: .2 MI E JCT US 67 (Lat: 35.325061,  Lng: -91.545619),  Route carried "on" structure: State highway 258,  Year Built: 1979,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 220 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 352 (year 2028),  Design Load: H 20,  Features Intersected: BIG MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 569,  Location: JCT 258 & US 67 (Lat: 35.324889,  Lng: -91.541461),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67,  Facility Carried by Structure: SH 258 White Co.
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 16.802,  Length of Maximum Span: 0.0m

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Structure Number: 569,  Location: JCT 258 & US 67 (Lat: 35.324889,  Lng: -91.541461),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67,  Facility Carried by Structure: SH 258 White Co.
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 16.802,  Length of Maximum Span: 0.0m

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Structure Number: 5691,  Location: 2.51 MI NE JCT US 167 (Lat: 35.339511,  Lng: -91.530311),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67-13-11.68
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 18.765,  Length of Maximum Span: 0.0m

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Structure Number: 5691,  Location: 2.51 MI NE JCT US 167 (Lat: 35.339511,  Lng: -91.530311),  Route carried "under" structure: US 67,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 67-13-11.68
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 18.765,  Length of Maximum Span: 0.0m

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Structure Number: A1922,  Location: 0.19 M E JCT SH 367&US64 (Lat: 35.313050,  Lng: -91.562769),  Route carried "under" structure: City street 24005,  Structure Length: 0. m,  Average Daily Traffic: 33 (year 1983),  Truck Traffic: 1%,  Features Intersected: Grubbs Rd. & UPRR,  Facility Carried by Structure: US64 RROP WHITE
Minimum Vertical Clearance: 7.07m (23.20ft),  Kilometerpoint: 1.046,  Length of Maximum Span: 0.0m

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Structure Number: A557,  Location: 1.14 M W JCT US 167 (Lat: 35.320261,  Lng: -91.579581),  Route carried "under" structure: County highway 71,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 1983),  Truck Traffic: 1%,  Features Intersected: CO RD 71,  Facility Carried by Structure: US/67 SB White Co.
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.014,  Length of Maximum Span: 0.0m

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Structure Number: A5688,  Location: JCT US 67/167/64 (Lat: 35.319769,  Lng: -91.561881),  Route carried "under" structure: US 167,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 167-SEC 14,  Facility Carried by Structure: US67/SB White Co.
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.016,  Length of Maximum Span: 0.0m

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Structure Number: A5689,  Location: .34 MI NE OF JCT 167 (Lat: 35.319600,  Lng: -91.555511),  Route carried "under" structure: County highway 24005,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2000),  Truck Traffic: 1%,  Features Intersected: UPRR&GRUBBS RD,  Facility Carried by Structure: US 67 SB WHITE
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: B557,  Location: 1.14 MI W JCT US 167 (Lat: 35.320019,  Lng: -91.579600),  Route carried "under" structure: County highway 71,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 1983),  Truck Traffic: 1%,  Features Intersected: CO RD 71,  Facility Carried by Structure: US/67NB WHITE CO.
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 1.014,  Length of Maximum Span: 0.0m

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Structure Number: B5688,  Location: JCT US 67/167/64 (Lat: 35.319539,  Lng: -91.561889),  Route carried "under" structure: US 64,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 64-SEC 11,  Facility Carried by Structure: US67/NB White Co.
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.241,  Length of Maximum Span: 0.0m

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Structure Number: B5689,  Location: .34 MI NE OF JCT 167 (Lat: 35.319369,  Lng: -91.555769),  Route carried "under" structure: County highway 24005,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1987),  Truck Traffic: 1%,  Features Intersected: UPRR& Grubbs Rd,  Facility Carried by Structure: US 67 NB WHITE
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.547,  Length of Maximum Span: 0.0m