Bridge Statistics for Clarkedale, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 249ft / 76.3mTotal length
- $1,056,000Total costs
- 117,267Total average daily traffic
- 1,323Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clarkedale
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 51950-1959
- 21960-1969
- 11980-1989
- 61990-1999
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 47.4%Good
- 47.4%Satisfactory
- 5.3%Fair
- Bridge Condition - Superstructure
- 5.3%Very good
- 26.3%Good
- 47.4%Satisfactory
- 21.1%Fair
- Bridge Condition - Substructure
- 5.3%Very good
- 57.9%Good
- 31.6%Satisfactory
- 5.3%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 50.0%Good
- 27.8%Satisfactory
- 5.6%Fair
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Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "on" structure: County highway 5, Year Built: 1958, Year Reconstructed: 1981, Status: Open, Structure Length: 10.44m (34.25ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2007), Design Load: H 15, Features Intersected: I-55/Sec-11/L-16.00, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Somewhat better than minimum adequacy, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "on" structure: County highway 5, Year Built: 1958, Year Reconstructed: 1981, Status: Open, Structure Length: 10.44m (34.25ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2007), Design Load: H 15, Features Intersected: I-55/Sec-11/L-16.00, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Somewhat better than minimum adequacy, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "on" structure: State highway 50, Year Built: 1958, Year Reconstructed: 1980, Status: Open, Structure Length: 10.44m (34.25ft), Average Daily Traffic: 180 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 556 (year 2028), Design Load: H 20, Features Intersected: I-55/Sec-11/L-17.11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.806, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "on" structure: State highway 50, Year Built: 1958, Year Reconstructed: 1980, Status: Open, Structure Length: 10.44m (34.25ft), Average Daily Traffic: 180 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 556 (year 2028), Design Load: H 20, Features Intersected: I-55/Sec-11/L-17.11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.806, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3486, Location: 4.01 Mi SE of Ok St Line (Lat: 35.550322, Lng: -94.429517), Route carried "on" structure: State highway 220, Year Built: 1963, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,253 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,811 (year 2028), Design Load: H 15, Features Intersected: Webber Creek-Craw. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.453, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), 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: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 3486, Location: 4.01 Mi SE of Ok St Line (Lat: 35.550322, Lng: -94.429517), Route carried "on" structure: State highway 220, Year Built: 1963, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,253 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,811 (year 2028), Design Load: H 15, Features Intersected: Webber Creek-Craw. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.453, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), 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: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 4637, Location: .5 MI SO JCT SH 27 (Lat: 33.917381, Lng: -93.854550), Route carried "on" structure: County highway 5, Year Built: 1991, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 770 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 639 (year 2009), Design Load: HS 20, Features Intersected: MINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4637, Location: .5 MI SO JCT SH 27 (Lat: 33.917381, Lng: -93.854550), Route carried "on" structure: County highway 5, Year Built: 1991, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 770 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 639 (year 2009), Design Load: HS 20, Features Intersected: MINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4928, Location: .4 Mi. W. Jct. CR 189 (Lat: 35.431239, Lng: -91.539289), Route carried "on" structure: County highway 184, Year Built: 2015, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,532 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2033), Design Load: HL 93, Features Intersected: Glaise Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 3.718, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4928, Location: .4 Mi. W. Jct. CR 189 (Lat: 35.431239, Lng: -91.539289), Route carried "on" structure: County highway 184, Year Built: 2015, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,532 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2033), Design Load: HL 93, Features Intersected: Glaise Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 3.718, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 697, Location: 4.14 Mi E Prairie Co Line (Lat: 34.838564, Lng: -91.305242), Route carried "on" structure: US 70, Year Built: 2005, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,167 (year 2028), Design Load: HS 20, Features Intersected: Big Robe Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 697, Location: 4.14 Mi E Prairie Co Line (Lat: 34.838564, Lng: -91.305242), Route carried "on" structure: US 70, Year Built: 2005, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,167 (year 2028), Design Load: HS 20, Features Intersected: Big Robe Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12247, Location: 6.22 Mi East Jct 30 & 6 (Lat: 35.355039, Lng: -90.181869), Route carried "on" structure: County highway 6, Year Built: 1950, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12247, Location: 6.22 Mi East Jct 30 & 6 (Lat: 35.355039, Lng: -90.181869), Route carried "on" structure: County highway 6, Year Built: 1950, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12248, Location: 6.71 Mi E Int Cr 30 & 6 (Lat: 35.348119, Lng: -90.181989), Route carried "on" structure: County highway 6, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.799, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12248, Location: 6.71 Mi E Int Cr 30 & 6 (Lat: 35.348119, Lng: -90.181989), Route carried "on" structure: County highway 6, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.799, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1225, Location: 8.82 Mi Se Int 30 & 6 (Lat: 35.318128, Lng: -90.182589), Route carried "on" structure: County highway 6, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 10, Facility Carried by Structure: Old River/Z-D/8.82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.194, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1225, Location: 8.82 Mi Se Int 30 & 6 (Lat: 35.318128, Lng: -90.182589), Route carried "on" structure: County highway 6, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 10, Facility Carried by Structure: Old River/Z-D/8.82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.194, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20898, Location: 1.8 MI W GARLAND CO LINE (Lat: 34.380892, Lng: -93.291678), Route carried "on" structure: County highway 2, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,339 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 167 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
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: March 2021
Structure Number: 20898, Location: 1.8 MI W GARLAND CO LINE (Lat: 34.380892, Lng: -93.291678), Route carried "on" structure: County highway 2, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,339 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 167 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
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: March 2021
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Structure Number: 20907, Location: 1.33 MI S CLAY CO LINE (Lat: 36.239967, Lng: -90.355675), Route carried "on" structure: County highway 70, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 93 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2007), Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2021, Total Project Cost: $43,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 20907, Location: 1.33 MI S CLAY CO LINE (Lat: 36.239967, Lng: -90.355675), Route carried "on" structure: County highway 70, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 93 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2007), Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2021, Total Project Cost: $43,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 21156, Location: 0.16 MI N US 412 (Lat: 36.054931, Lng: -90.404361), Route carried "on" structure: County highway 49, Year Built: 1992, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 63 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 186 (year 2007), Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $301,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21156, Location: 0.16 MI N US 412 (Lat: 36.054931, Lng: -90.404361), Route carried "on" structure: County highway 49, Year Built: 1992, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 63 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 186 (year 2007), Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $301,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21194, Location: 3.0 Mi N US165-LodgeCornr (Lat: 34.341911, Lng: -91.472581), Route carried "on" structure: County highway 408, Year Built: 1992, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 34 (year 2007), Features Intersected: Hurricane Bayou (Canal), Facility Carried by Structure: Frownfelter Rd-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2022, Critical Feature Inspection Date: March 2022, Total Project Cost: $37,000, Deck Structure Type: Steel plate
Structure Number: 21194, Location: 3.0 Mi N US165-LodgeCornr (Lat: 34.341911, Lng: -91.472581), Route carried "on" structure: County highway 408, Year Built: 1992, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 34 (year 2007), Features Intersected: Hurricane Bayou (Canal), Facility Carried by Structure: Frownfelter Rd-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2022, Critical Feature Inspection Date: March 2022, Total Project Cost: $37,000, Deck Structure Type: Steel plate
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Structure Number: 21232, Location: 2 MI W & .5 MI N LUNSFORD (Lat: 35.764939, Lng: -90.505467), Route carried "on" structure: County highway 53, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 113 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 231 (year 2007), Features Intersected: BIG BAY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21232, Location: 2 MI W & .5 MI N LUNSFORD (Lat: 35.764939, Lng: -90.505467), Route carried "on" structure: County highway 53, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 113 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 231 (year 2007), Features Intersected: BIG BAY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21264, Location: 1.5 M S & M W OF SCHO (Lat: 35.943458, Lng: -90.470719), Route carried "on" structure: County highway 57, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 115 (year 2007), Features Intersected: DITCH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 51.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21264, Location: 1.5 M S & M W OF SCHO (Lat: 35.943458, Lng: -90.470719), Route carried "on" structure: County highway 57, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 115 (year 2007), Features Intersected: DITCH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 51.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2257, Location: .03 M S Jct. CR 105 (Lat: 35.577389, Lng: -90.384669), Route carried "on" structure: County highway 121, Year Built: 2002, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 17 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2007), Features Intersected: LH Chute Little River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2257, Location: .03 M S Jct. CR 105 (Lat: 35.577389, Lng: -90.384669), Route carried "on" structure: County highway 121, Year Built: 2002, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 17 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2007), Features Intersected: LH Chute Little River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature 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: 2258, Location: 1.97 M. SO. JCT. S.H. 27 (Lat: 33.822211, Lng: -94.039542), Route carried "on" structure: County highway 27, Year Built: 2002, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 391 (year 2007), Features Intersected: TRENT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, 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: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2258, Location: 1.97 M. SO. JCT. S.H. 27 (Lat: 33.822211, Lng: -94.039542), Route carried "on" structure: County highway 27, Year Built: 2002, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 391 (year 2007), Features Intersected: TRENT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, 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: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23801, Location: 7.61 MI Jct. CR 30 & 6 (Lat: 35.335450, Lng: -90.182231), Route carried "on" structure: County highway 6, Year Built: 2016, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Features Intersected: Ditch No 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.247, 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: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: May 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 23801, Location: 7.61 MI Jct. CR 30 & 6 (Lat: 35.335450, Lng: -90.182231), Route carried "on" structure: County highway 6, Year Built: 2016, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 286 (year 2007), Features Intersected: Ditch No 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.247, 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: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: May 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: M3876, Location: 8.42 Mi Ne Of Jct Us 64 (Lat: 35.307056, Lng: -90.265386), Route carried "on" structure: State highway 50, Year Built: 1930, Year Reconstructed: 1968, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 297 (year 2028), Design Load: H 15, Features Intersected: Ditch Number 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3876, Location: 8.42 Mi Ne Of Jct Us 64 (Lat: 35.307056, Lng: -90.265386), Route carried "on" structure: State highway 50, Year Built: 1930, Year Reconstructed: 1968, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 297 (year 2028), Design Load: H 15, Features Intersected: Ditch Number 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 43650-00088, Location: GRAVEL RD EAST OF OFFICE (Lat: 35.353500, Lng: -90.218667), Route carried "on" structure: Federal lands road , Year Built: 1965, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 15 (year 2041), Features Intersected: DITCH #8, Facility Carried by Structure: SHOP ACCESS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 45.7m (149.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Open Grating
Structure Number: 43650-00088, Location: GRAVEL RD EAST OF OFFICE (Lat: 35.353500, Lng: -90.218667), Route carried "on" structure: Federal lands road , Year Built: 1965, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 15 (year 2041), Features Intersected: DITCH #8, Facility Carried by Structure: SHOP ACCESS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 45.7m (149.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Open Grating
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Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
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Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
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Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
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Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
Structure Number: 3136, Location: 1.0 Miles South Of Sh 50 (Lat: 35.292389, Lng: -90.244289), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Cr-Jericho Rd/Z-F
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 25.745, Length of Maximum Span: 0.0m
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Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m
Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m
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Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m
Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m
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Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m
Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: ServiceInterstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m
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Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m
Structure Number: 3137, Location: .75 Miles West Jct Sh 77 (Lat: 35.306950, Lng: -90.252150), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 11, Facility Carried by Structure: Sh-50/Sec-4/L-9.20
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 27.529, Length of Maximum Span: 0.0m