Bridge Statistics for Carlisle, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 177ft / 54.4mTotal length
- $2,357,000Total costs
- 196,616Total average daily traffic
- 30,115Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Carlisle
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 71960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 33.3%Good
- 41.7%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 50.0%Good
- 16.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 25.0%Good
- 66.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 46.7%Good
- 33.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 33.3%Good
- 16.7%Satisfactory
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Structure Number: 1467, Location: 2.00 MI W OF CARLISLE (Lat: 34.779139, Lng: -91.779519), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: WHITE OAK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1467, Location: 2.00 MI W OF CARLISLE (Lat: 34.779139, Lng: -91.779519), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: WHITE OAK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1468, Location: 1.2 MI W OF CARLISLE (Lat: 34.779061, Lng: -91.770811), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: BAYOU TWO PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $374,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1468, Location: 1.2 MI W OF CARLISLE (Lat: 34.779061, Lng: -91.770811), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: BAYOU TWO PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $374,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1469, Location: 1.1 MI W OF CARLISLE (Lat: 34.779039, Lng: -91.769119), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: BAYOU TWO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $374,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1469, Location: 1.1 MI W OF CARLISLE (Lat: 34.779039, Lng: -91.769119), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: BAYOU TWO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $374,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 147, Location: 1.00 MI W OF CARLISLE (Lat: 34.779011, Lng: -91.766661), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: BAYOU TWO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, 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: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $434,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 147, Location: 1.00 MI W OF CARLISLE (Lat: 34.779011, Lng: -91.766661), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: BAYOU TWO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, 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: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $434,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3653, Location: 1.4 M N US 70 (Lat: 34.798531, Lng: -91.806031), Route carried "on" structure: County highway 308, Year Built: 1963, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 86 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2007), Design Load: H 15, Features Intersected: I-40 LOG 179.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $131,000, Total Project Cost: $220,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3653, Location: 1.4 M N US 70 (Lat: 34.798531, Lng: -91.806031), Route carried "on" structure: County highway 308, Year Built: 1963, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 86 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2007), Design Load: H 15, Features Intersected: I-40 LOG 179.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $131,000, Total Project Cost: $220,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3655, Location: 1.41 MI N JCT US 70 (Lat: 34.800039, Lng: -91.750450), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,326 (year 2028), Design Load: HS 20, Features Intersected: I 40-SEC 41 LOG 182.51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Total Project Cost: $371,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3655, Location: 1.41 MI N JCT US 70 (Lat: 34.800039, Lng: -91.750450), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,326 (year 2028), Design Load: HS 20, Features Intersected: I 40-SEC 41 LOG 182.51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Total Project Cost: $371,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3656, Location: 1.0 MI E SH 13 & I-40 (Lat: 34.802089, Lng: -91.732661), Route carried "on" structure: County highway 46, Year Built: 1963, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 960 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 146 (year 2007), Design Load: H 15, Features Intersected: I 40-SEC 41LOG 183.54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.603, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3656, Location: 1.0 MI E SH 13 & I-40 (Lat: 34.802089, Lng: -91.732661), Route carried "on" structure: County highway 46, Year Built: 1963, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 960 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 146 (year 2007), Design Load: H 15, Features Intersected: I 40-SEC 41LOG 183.54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.603, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5663, Location: 0.7MI SO JCT US 70 (Lat: 34.769261, Lng: -91.751500), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,160 (year 2028), Design Load: H 20, Features Intersected: BAYOU TWO PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5663, Location: 0.7MI SO JCT US 70 (Lat: 34.769261, Lng: -91.751500), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,160 (year 2028), Design Load: H 20, Features Intersected: BAYOU TWO PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20926, Location: 0.5 MI SOUTH I-40 (Lat: 34.789639, Lng: -91.803917), Route carried "on" structure: County highway 308, Year Built: 1990, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 86 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2007), Features Intersected: TWO PRAIRIE BAYOU, Facility Carried by Structure: Northcutt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.273, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20926, Location: 0.5 MI SOUTH I-40 (Lat: 34.789639, Lng: -91.803917), Route carried "on" structure: County highway 308, Year Built: 1990, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 86 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2007), Features Intersected: TWO PRAIRIE BAYOU, Facility Carried by Structure: Northcutt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.273, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23904, Location: 0.02 east of SH 13 (Lat: 34.791439, Lng: -91.750167), Route carried "on" structure: City street 64614, Year Built: 2010, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,650 (year 2035), Design Load: HS 20, Features Intersected: Creek, Facility Carried by Structure: West 10th
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 23904, Location: 0.02 east of SH 13 (Lat: 34.791439, Lng: -91.750167), Route carried "on" structure: City street 64614, Year Built: 2010, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,650 (year 2035), Design Load: HS 20, Features Intersected: Creek, Facility Carried by Structure: West 10th
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: A3654, Location: 2 MI W SH 13-WESTBOUND (Lat: 34.798478, Lng: -91.782419), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,787 (year 2028), Design Load: HS 20, Features Intersected: RICKETY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 290.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A3654, Location: 2 MI W SH 13-WESTBOUND (Lat: 34.798478, Lng: -91.782419), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,787 (year 2028), Design Load: HS 20, Features Intersected: RICKETY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 290.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B3654, Location: 2 MI W SH 13-EASTBOUND (Lat: 34.798247, Lng: -91.782439), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 57%, Average Future Daily Traffic: 47,700 (year 2038), Design Load: HS 20, Features Intersected: RICKETY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 290.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B3654, Location: 2 MI W SH 13-EASTBOUND (Lat: 34.798247, Lng: -91.782439), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 57%, Average Future Daily Traffic: 47,700 (year 2038), Design Load: HS 20, Features Intersected: RICKETY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 290.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M1331, Location: 0.1 MI W OF SH 13 (Lat: 34.780239, Lng: -91.752797), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2020
Structure Number: M1331, Location: 0.1 MI W OF SH 13 (Lat: 34.780239, Lng: -91.752797), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,143 (year 2028), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2020
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Structure Number: M3042, Location: 1.25 MI E OF JCT SH 13 (Lat: 34.802611, Lng: -91.724589), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 33,125 (year 2018), Truck Traffic: 54%, Average Future Daily Traffic: 44,193 (year 2028), Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 296.103, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), 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: 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: March 2021
Structure Number: M3042, Location: 1.25 MI E OF JCT SH 13 (Lat: 34.802611, Lng: -91.724589), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 33,125 (year 2018), Truck Traffic: 54%, Average Future Daily Traffic: 44,193 (year 2028), Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 296.103, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), 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: 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: March 2021
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Structure Number: M3141, Location: .4 MI S OF US 70 (Lat: 34.773761, Lng: -91.806936), Route carried "on" structure: State highway 381, Year Built: 1968, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 691 (year 2028), Design Load: H 15, Features Intersected: WHITEOAK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3141, Location: .4 MI S OF US 70 (Lat: 34.773761, Lng: -91.806936), Route carried "on" structure: State highway 381, Year Built: 1968, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 691 (year 2028), Design Load: H 15, Features Intersected: WHITEOAK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X0615, Location: 2.9 MI N JCT I-40 (Lat: 34.843489, Lng: -91.749081), Route carried "on" structure: State highway 13, Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,326 (year 2028), Design Load: H 20, Features Intersected: FARIS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 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: 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: August 2021
Structure Number: X0615, Location: 2.9 MI N JCT I-40 (Lat: 34.843489, Lng: -91.749081), Route carried "on" structure: State highway 13, Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,326 (year 2028), Design Load: H 20, Features Intersected: FARIS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 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: 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: August 2021
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Structure Number: X1067, Location: 2 MI S of Carlisle (Lat: 34.754278, Lng: -91.751928), Route carried "on" structure: State highway 13, Year Built: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,160 (year 2028), Design Load: H 20, Features Intersected: Shumaker Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.141, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: X1067, Location: 2 MI S of Carlisle (Lat: 34.754278, Lng: -91.751928), Route carried "on" structure: State highway 13, Year Built: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,160 (year 2028), Design Load: H 20, Features Intersected: Shumaker Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.141, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: X1168, Location: 0.26 M N US 70 (Lat: 34.783608, Lng: -91.753033), Route carried "on" structure: State highway 13, Year Built: 2010, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 3,929 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,325 (year 2029), Design Load: HS 20+Mod, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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, 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
Structure Number: X1168, Location: 0.26 M N US 70 (Lat: 34.783608, Lng: -91.753033), Route carried "on" structure: State highway 13, Year Built: 2010, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 3,929 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,325 (year 2029), Design Load: HS 20+Mod, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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, 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: 3653, Location: 1.4 M N US 70 (Lat: 34.798531, Lng: -91.806031), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 179.34, Facility Carried by Structure: CR308-K Northcutt
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 288.620, Length of Maximum Span: 0.0m
Structure Number: 3653, Location: 1.4 M N US 70 (Lat: 34.798531, Lng: -91.806031), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 179.34, Facility Carried by Structure: CR308-K Northcutt
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 288.620, Length of Maximum Span: 0.0m
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Structure Number: 3653, Location: 1.4 M N US 70 (Lat: 34.798531, Lng: -91.806031), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 179.34, Facility Carried by Structure: CR308-K Northcutt
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 288.620, Length of Maximum Span: 0.0m
Structure Number: 3653, Location: 1.4 M N US 70 (Lat: 34.798531, Lng: -91.806031), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 179.34, Facility Carried by Structure: CR308-K Northcutt
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 288.620, Length of Maximum Span: 0.0m
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Structure Number: 3655, Location: 1.41 MI N JCT US 70 (Lat: 34.800039, Lng: -91.750450), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 41 LOG 182.51, Facility Carried by Structure: SH 13-SEC 10
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 293.722, Length of Maximum Span: 0.0m
Structure Number: 3655, Location: 1.41 MI N JCT US 70 (Lat: 34.800039, Lng: -91.750450), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 41 LOG 182.51, Facility Carried by Structure: SH 13-SEC 10
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 293.722, Length of Maximum Span: 0.0m
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Structure Number: 3655, Location: 1.41 MI N JCT US 70 (Lat: 34.800039, Lng: -91.750450), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 41 LOG 182.51, Facility Carried by Structure: SH 13-SEC 10
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 293.722, Length of Maximum Span: 0.0m
Structure Number: 3655, Location: 1.41 MI N JCT US 70 (Lat: 34.800039, Lng: -91.750450), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 41 LOG 182.51, Facility Carried by Structure: SH 13-SEC 10
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 293.722, Length of Maximum Span: 0.0m
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Structure Number: 3656, Location: 1.0 MI E SH 13 & I-40 (Lat: 34.802089, Lng: -91.732661), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 40-SEC 41LOG 183.54, Facility Carried by Structure: CR46-K Pauschert
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 295.379, Length of Maximum Span: 0.0m
Structure Number: 3656, Location: 1.0 MI E SH 13 & I-40 (Lat: 34.802089, Lng: -91.732661), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 40-SEC 41LOG 183.54, Facility Carried by Structure: CR46-K Pauschert
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 295.379, Length of Maximum Span: 0.0m
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Structure Number: 3656, Location: 1.0 MI E SH 13 & I-40 (Lat: 34.802089, Lng: -91.732661), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 40-SEC 41LOG 183.54, Facility Carried by Structure: CR46-K Pauschert
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 295.411, Length of Maximum Span: 0.0m
Structure Number: 3656, Location: 1.0 MI E SH 13 & I-40 (Lat: 34.802089, Lng: -91.732661), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 40-SEC 41LOG 183.54, Facility Carried by Structure: CR46-K Pauschert
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 295.411, Length of Maximum Span: 0.0m