Bridge Statistics for Gilmore, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 249ft / 76.2mTotal length
- $731,000Total costs
- 105,024Total average daily traffic
- 8,675Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Gilmore
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 51960-1969
- 31970-1979
- 21980-1989
- 21990-1999
- 32000-2009
- 42010-2019
- Bridge Condition - Deck
- 23.5%Very good
- 41.2%Good
- 35.3%Satisfactory
- Bridge Condition - Superstructure
- 17.6%Excellent
- 17.6%Very good
- 35.3%Good
- 29.4%Satisfactory
- Bridge Condition - Substructure
- 11.8%Excellent
- 29.4%Very good
- 35.3%Good
- 11.8%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 35.3%Very good
- 17.6%Good
- 35.3%Satisfactory
- 5.9%Fair
- 5.9%Poor
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 3211, Location: 1.08 Mi S Of Miss Co Line (Lat: 35.423100, Lng: -90.231781), Route carried "on" structure: County highway 28, Year Built: 1963, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 283 (year 2007), Design Load: H 20, Features Intersected: I-55/Sec-11/L-26.74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.034, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3211, Location: 1.08 Mi S Of Miss Co Line (Lat: 35.423100, Lng: -90.231781), Route carried "on" structure: County highway 28, Year Built: 1963, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 283 (year 2007), Design Load: H 20, Features Intersected: I-55/Sec-11/L-26.74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.034, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3213, Location: 0.76 MI W US 61 JCT (Lat: 35.466411, Lng: -90.207039), Route carried "on" structure: State highway 308, Year Built: 1960, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2028), Design Load: H 20, Features Intersected: I 55-SEC 12-LM 30.03
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.872, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3213, Location: 0.76 MI W US 61 JCT (Lat: 35.466411, Lng: -90.207039), Route carried "on" structure: State highway 308, Year Built: 1960, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2028), Design Load: H 20, Features Intersected: I 55-SEC 12-LM 30.03
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.872, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5243, Location: 1.30 Mi East Jct Sh 118 (Lat: 35.366300, Lng: -90.334158), Route carried "on" structure: State highway 42, Year Built: 1969, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,051 (year 2028), Design Load: HS 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5243, Location: 1.30 Mi East Jct Sh 118 (Lat: 35.366300, Lng: -90.334158), Route carried "on" structure: State highway 42, Year Built: 1969, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,051 (year 2028), Design Load: HS 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5539, Location: 2.87 Mi Se Poinsett Co Ln (Lat: 35.401769, Lng: -90.278439), Route carried "on" structure: Interstate 555, Year Built: 1974, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 6,200 (year 2033), Design Load: HS 20, Features Intersected: Little Cypress Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5539, Location: 2.87 Mi Se Poinsett Co Ln (Lat: 35.401769, Lng: -90.278439), Route carried "on" structure: Interstate 555, Year Built: 1974, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 6,200 (year 2033), Design Load: HS 20, Features Intersected: Little Cypress Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6989, Location: 0.12 Mi E Jct. W. Frtg. R (Lat: 35.411519, Lng: -90.282169), Route carried "on" structure: State highway 77, Year Built: 2006, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 310 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20+Mod, Features Intersected: I-555/Sec-1/L-1.67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.224, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6989, Location: 0.12 Mi E Jct. W. Frtg. R (Lat: 35.411519, Lng: -90.282169), Route carried "on" structure: State highway 77, Year Built: 2006, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 310 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20+Mod, Features Intersected: I-555/Sec-1/L-1.67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.224, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17891, Location: 1.01 Mi East Of Gilmore (Lat: 35.410778, Lng: -90.269419), Route carried "on" structure: County highway 28, Year Built: 1978, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 508 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 1, Facility Carried by Structure: Gilmore Rd/ZD/L1.0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than 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: Bituminous
Structure Number: 17891, Location: 1.01 Mi East Of Gilmore (Lat: 35.410778, Lng: -90.269419), Route carried "on" structure: County highway 28, Year Built: 1978, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 508 (year 2007), Design Load: H 10, Features Intersected: Ditch Number 1, Facility Carried by Structure: Gilmore Rd/ZD/L1.0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than 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: Bituminous
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Structure Number: 20346, Location: 0.59 Mi East Jct 334&30 (Lat: 35.405278, Lng: -90.221539), Route carried "on" structure: County highway 334, Year Built: 1982, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 12 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 21 (year 2007), Features Intersected: Bellhammer Slough, Facility Carried by Structure: Baker/Z-Dn/L0.59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $431,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20346, Location: 0.59 Mi East Jct 334&30 (Lat: 35.405278, Lng: -90.221539), Route carried "on" structure: County highway 334, Year Built: 1982, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 12 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 21 (year 2007), Features Intersected: Bellhammer Slough, Facility Carried by Structure: Baker/Z-Dn/L0.59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $431,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21183, Location: 0.65 Mi North Jct Sh 77 (Lat: 35.403481, Lng: -90.273489), Route carried "on" structure: County highway 320, Year Built: 1992, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 11 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 796 (year 2007), Features Intersected: Little Cypress Bayou, Facility Carried by Structure: Old hwy 63/Z-D/L-0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, 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: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $300,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 21183, Location: 0.65 Mi North Jct Sh 77 (Lat: 35.403481, Lng: -90.273489), Route carried "on" structure: County highway 320, Year Built: 1992, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 11 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 796 (year 2007), Features Intersected: Little Cypress Bayou, Facility Carried by Structure: Old hwy 63/Z-D/L-0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, 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: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $300,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 23586, Location: 0.3 Miles Ne Jct Sh 118 (Lat: 35.361469, Lng: -90.348447), Route carried "on" structure: County highway 13, Year Built: 2014, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2034), Features Intersected: Deer Bayou, Facility Carried by Structure: Heafer/Z-Fe/0.60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: High priority of replacement, 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, Critical Feature Inspection Date: April 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 23586, Location: 0.3 Miles Ne Jct Sh 118 (Lat: 35.361469, Lng: -90.348447), Route carried "on" structure: County highway 13, Year Built: 2014, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2034), Features Intersected: Deer Bayou, Facility Carried by Structure: Heafer/Z-Fe/0.60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: High priority of replacement, 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, Critical Feature Inspection Date: April 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: A3212, Location: 1 MI NO CRITTENDEN CO LIN (Lat: 35.451839, Lng: -90.215428), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,202 (year 2028), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH NUMBER 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.526, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 551, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.0 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A3212, Location: 1 MI NO CRITTENDEN CO LIN (Lat: 35.451839, Lng: -90.215428), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,202 (year 2028), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH NUMBER 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.526, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 551, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.0 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B3212, Location: 1.00 MI N CRITTENDEN CO (Lat: 35.451839, Lng: -90.215128), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,202 (year 2028), Design Load: HS 20+Mod, Features Intersected: DITCH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.542, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 551, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.0 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B3212, Location: 1.00 MI N CRITTENDEN CO (Lat: 35.451839, Lng: -90.215128), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,202 (year 2028), Design Load: HS 20+Mod, Features Intersected: DITCH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.542, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 551, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.0 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B699, Location: .5 Mi North Jct Of I-55 (Lat: 35.401872, Lng: -90.278150), Route carried "on" structure: Interstate 555, Year Built: 2011, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 14,600 (year 2038), Design Load: HL 93, Features Intersected: Little Cypress Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B699, Location: .5 Mi North Jct Of I-55 (Lat: 35.401872, Lng: -90.278150), Route carried "on" structure: Interstate 555, Year Built: 2011, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,000 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 14,600 (year 2038), Design Load: HL 93, Features Intersected: Little Cypress Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B7169, Location: 0.1 M N of Crittenden Co. (Lat: 35.441297, Lng: -90.304450), Route carried "on" structure: Interstate 555, Year Built: 2011, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 15,500 (year 2038), Design Load: HL 93, Features Intersected: Dead Timber Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: B7169, Location: 0.1 M N of Crittenden Co. (Lat: 35.441297, Lng: -90.304450), Route carried "on" structure: Interstate 555, Year Built: 2011, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 15,500 (year 2038), Design Load: HL 93, Features Intersected: Dead Timber Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: C699, Location: 2.87 Mi So Poinsett Co Ln (Lat: 35.401628, Lng: -90.278678), Route carried "on" structure: ServiceInterstate 555, Year Built: 2006, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2028), Design Load: HS 20, Features Intersected: Little Cypress Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C699, Location: 2.87 Mi So Poinsett Co Ln (Lat: 35.401628, Lng: -90.278678), Route carried "on" structure: ServiceInterstate 555, Year Built: 2006, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2028), Design Load: HS 20, Features Intersected: Little Cypress Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: April 2020, 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: D699, Location: 4.35 M S MississippiCo Ln (Lat: 35.402469, Lng: -90.278119), Route carried "on" structure: State highway 77, Year Built: 2006, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 49 (year 2028), Design Load: HS 20, Features Intersected: Little Cypress Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: D699, Location: 4.35 M S MississippiCo Ln (Lat: 35.402469, Lng: -90.278119), Route carried "on" structure: State highway 77, Year Built: 2006, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 49 (year 2028), Design Load: HS 20, Features Intersected: Little Cypress Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: M1433, Location: 1.4 Mi South Miss Co Line (Lat: 35.417372, Lng: -90.251692), Route carried "on" structure: State highway 77, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 272 (year 2028), Design Load: H 15, Features Intersected: Rayburn Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
Structure Number: M1433, Location: 1.4 Mi South Miss Co Line (Lat: 35.417372, Lng: -90.251692), Route carried "on" structure: State highway 77, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 272 (year 2028), Design Load: H 15, Features Intersected: Rayburn Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
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Structure Number: M3955, Location: 6.0 Mi West Jct I-55 & 42 (Lat: 35.366733, Lng: -90.368644), Route carried "on" structure: State highway 42, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 380 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 494 (year 2028), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3955, Location: 6.0 Mi West Jct I-55 & 42 (Lat: 35.366733, Lng: -90.368644), Route carried "on" structure: State highway 42, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 380 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 494 (year 2028), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M4078, Location: Lost Creek (Lat: 35.432272, Lng: -90.358769), Route carried "on" structure: State highway 118, Year Built: 1981, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 391 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 569 (year 2028), Design Load: H 20, Features Intersected: Ditch Number 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4078, Location: Lost Creek (Lat: 35.432272, Lng: -90.358769), Route carried "on" structure: State highway 118, Year Built: 1981, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 391 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 569 (year 2028), Design Load: H 20, Features Intersected: Ditch Number 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X0886, Location: 1.75 Mi East Jct 149&42 (Lat: 35.366839, Lng: -90.386700), Route carried "on" structure: State highway 42, Year Built: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 494 (year 2028), Design Load: H 20, Features Intersected: Ditch Number 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: 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, 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: X0886, Location: 1.75 Mi East Jct 149&42 (Lat: 35.366839, Lng: -90.386700), Route carried "on" structure: State highway 42, Year Built: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 494 (year 2028), Design Load: H 20, Features Intersected: Ditch Number 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: 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, 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: X1536, Location: 3.65 MI E SH 149 (Lat: 35.366608, Lng: -90.352978), Route carried "on" structure: State highway 42, Year Built: 2018, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,100 (year 2038), Design Load: HL 93, Features Intersected: DEER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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, 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: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: X1536, Location: 3.65 MI E SH 149 (Lat: 35.366608, Lng: -90.352978), Route carried "on" structure: State highway 42, Year Built: 2018, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,100 (year 2038), Design Load: HL 93, Features Intersected: DEER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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, 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: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3211, Location: 1.08 Mi S Of Miss Co Line (Lat: 35.423100, Lng: -90.231781), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-55/Sec-11/L-26.74, Facility Carried by Structure: Gillmore/Z-D CR28
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 43.034, Length of Maximum Span: 0.0m
Structure Number: 3211, Location: 1.08 Mi S Of Miss Co Line (Lat: 35.423100, Lng: -90.231781), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-55/Sec-11/L-26.74, Facility Carried by Structure: Gillmore/Z-D CR28
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 43.034, Length of Maximum Span: 0.0m
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Structure Number: 3211, Location: 1.08 Mi S Of Miss Co Line (Lat: 35.423100, Lng: -90.231781), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-55/Sec-11/L-26.74, Facility Carried by Structure: Gillmore/Z-D CR28
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 43.034, Length of Maximum Span: 0.0m
Structure Number: 3211, Location: 1.08 Mi S Of Miss Co Line (Lat: 35.423100, Lng: -90.231781), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-55/Sec-11/L-26.74, Facility Carried by Structure: Gillmore/Z-D CR28
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 43.034, Length of Maximum Span: 0.0m
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Structure Number: 3213, Location: 0.76 MI W US 61 JCT (Lat: 35.466411, Lng: -90.207039), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 12-LM 30.03, Facility Carried by Structure: SH 308-03- LM 4.27
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 48.329, Length of Maximum Span: 0.0m
Structure Number: 3213, Location: 0.76 MI W US 61 JCT (Lat: 35.466411, Lng: -90.207039), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 12-LM 30.03, Facility Carried by Structure: SH 308-03- LM 4.27
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 48.329, Length of Maximum Span: 0.0m
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Structure Number: 3213, Location: 0.76 MI W US 61 JCT (Lat: 35.466411, Lng: -90.207039), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 12-LM 30.03, Facility Carried by Structure: SH 308-03- LM 4.27
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 48.329, Length of Maximum Span: 0.0m
Structure Number: 3213, Location: 0.76 MI W US 61 JCT (Lat: 35.466411, Lng: -90.207039), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 55-SEC 12-LM 30.03, Facility Carried by Structure: SH 308-03- LM 4.27
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 48.329, Length of Maximum Span: 0.0m
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Structure Number: 6989, Location: 0.12 Mi E Jct. W. Frtg. R (Lat: 35.411519, Lng: -90.282169), Route carried "under" structure: Interstate 555, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-555/Sec-1/L-2.32, Facility Carried by Structure: Sh-77/Sec4/L5.11
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 3.734, Length of Maximum Span: 0.0m
Structure Number: 6989, Location: 0.12 Mi E Jct. W. Frtg. R (Lat: 35.411519, Lng: -90.282169), Route carried "under" structure: Interstate 555, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-555/Sec-1/L-2.32, Facility Carried by Structure: Sh-77/Sec4/L5.11
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 3.734, Length of Maximum Span: 0.0m
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Structure Number: 6989, Location: 0.12 Mi E Jct. W. Frtg. R (Lat: 35.411519, Lng: -90.282169), Route carried "under" structure: Interstate 555, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-555/Sec-1/L-2.32, Facility Carried by Structure: Sh-77/Sec4/L5.11
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 3.734, Length of Maximum Span: 0.0m
Structure Number: 6989, Location: 0.12 Mi E Jct. W. Frtg. R (Lat: 35.411519, Lng: -90.282169), Route carried "under" structure: Interstate 555, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-555/Sec-1/L-2.32, Facility Carried by Structure: Sh-77/Sec4/L5.11
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 3.734, Length of Maximum Span: 0.0m