Bridge Statistics for Altheimer, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 223ft / 68.3mTotal length
- $771,000Total costs
- 28,659Total average daily traffic
- 2,855Total average daily truck traffic
- 28,845Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Altheimer
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 71990-1999
- 82000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 33.3%Very good
- 60.0%Good
- 6.7%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 73.3%Good
- 6.7%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 40.0%Good
- 13.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Channel
- 11.8%Very good
- 70.6%Good
- 11.8%Satisfactory
- 5.9%Fair
Find on map >> Show street view
Structure Number: 659, Location: 5.58 MI NE OF CLARK CO LI (Lat: 34.234839, Lng: -92.943681), Route carried "on" structure: US 67, Year Built: 1929, Year Reconstructed: 1959, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,364 (year 2028), Design Load: H 15, Features Intersected: OUACHITA RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 659, Location: 5.58 MI NE OF CLARK CO LI (Lat: 34.234839, Lng: -92.943681), Route carried "on" structure: US 67, Year Built: 1929, Year Reconstructed: 1959, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,364 (year 2028), Design Load: H 15, Features Intersected: OUACHITA RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2831, Location: 0.1 Mi W SH 15-Altheimer (Lat: 34.317397, Lng: -91.895011), Route carried "on" structure: Business US 79, Year Built: 1952, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,826 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,153 (year 2028), Design Load: H 20, Features Intersected: Main Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.398, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $235,000, Total Project Cost: $614,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2831, Location: 0.1 Mi W SH 15-Altheimer (Lat: 34.317397, Lng: -91.895011), Route carried "on" structure: Business US 79, Year Built: 1952, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,826 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,153 (year 2028), Design Load: H 20, Features Intersected: Main Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.398, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $235,000, Total Project Cost: $614,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6356, Location: 7.8 Mi. E Scott Co Line (Lat: 34.659328, Lng: -93.763878), Route carried "on" structure: US 270, Year Built: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,311 (year 2028), Design Load: HS 20, Features Intersected: Polk Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6356, Location: 7.8 Mi. E Scott Co Line (Lat: 34.659328, Lng: -93.763878), Route carried "on" structure: US 270, Year Built: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,311 (year 2028), Design Load: HS 20, Features Intersected: Polk Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 6457, Location: 1.09 Mi E Of Jct Sh 191 (Lat: 35.157281, Lng: -90.157011), Route carried "on" structure: City street 28390, Year Built: 1993, Status: Open, Structure Length: 10.98m (36.02ft), Average Daily Traffic: 9,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,401 (year 2007), Design Load: HS 20, Features Intersected: I-40/Sec-6/L-279.26, Facility Carried by Structure: Ingram/L-0.18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6457, Location: 1.09 Mi E Of Jct Sh 191 (Lat: 35.157281, Lng: -90.157011), Route carried "on" structure: City street 28390, Year Built: 1993, Status: Open, Structure Length: 10.98m (36.02ft), Average Daily Traffic: 9,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,401 (year 2007), Design Load: HS 20, Features Intersected: I-40/Sec-6/L-279.26, Facility Carried by Structure: Ingram/L-0.18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 6566, Location: 3.0 Mi S US79B-Althiemer (Lat: 34.269631, Lng: -91.877369), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 12.63m (41.44ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 4,814 (year 2028), Design Load: HS 20, Features Intersected: Plum Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, 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: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6566, Location: 3.0 Mi S US79B-Althiemer (Lat: 34.269631, Lng: -91.877369), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 12.63m (41.44ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 4,814 (year 2028), Design Load: HS 20, Features Intersected: Plum Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, 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: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 6567, Location: 0.64 MI S US 79-Altheimer (Lat: 34.308750, Lng: -91.870769), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 4,814 (year 2028), Design Load: HS 20, Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, 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: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6567, Location: 0.64 MI S US 79-Altheimer (Lat: 34.308750, Lng: -91.870769), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 4,814 (year 2028), Design Load: HS 20, Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, 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: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 7024, Location: 0.12 Mi N US79B-Althemier (Lat: 34.319269, Lng: -91.894789), Route carried "on" structure: State highway 15, Year Built: 2005, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 520 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 773 (year 2028), Design Load: HS 20, Features Intersected: Main Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 103.6m (339.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 7024, Location: 0.12 Mi N US79B-Althemier (Lat: 34.319269, Lng: -91.894789), Route carried "on" structure: State highway 15, Year Built: 2005, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 520 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 773 (year 2028), Design Load: HS 20, Features Intersected: Main Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 103.6m (339.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Find on map >> Show street view
Structure Number: 2178, Location: 1.05 Mi NE SH88-Altheimer (Lat: 34.326658, Lng: -91.831028), Route carried "on" structure: County highway 47, Year Built: 1996, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 63 (year 2016), Features Intersected: Canal, Facility Carried by Structure: Blue Rock Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2178, Location: 1.05 Mi NE SH88-Altheimer (Lat: 34.326658, Lng: -91.831028), Route carried "on" structure: County highway 47, Year Built: 1996, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 63 (year 2016), Features Intersected: Canal, Facility Carried by Structure: Blue Rock Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22069, Location: 1.1 Mi W SH 15-Ellison (Lat: 34.340228, Lng: -91.885728), Route carried "on" structure: County highway 66, Year Built: 1998, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 127 (year 2007), Features Intersected: Main Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22069, Location: 1.1 Mi W SH 15-Ellison (Lat: 34.340228, Lng: -91.885728), Route carried "on" structure: County highway 66, Year Built: 1998, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 127 (year 2007), Features Intersected: Main Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22421, Location: 0.41 M W CR 74 & 489 (Lat: 34.430478, Lng: -92.750533), Route carried "on" structure: County highway 489, Year Built: 2001, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 247 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 154 (year 2007), Features Intersected: REYBURN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, 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: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22421, Location: 0.41 M W CR 74 & 489 (Lat: 34.430478, Lng: -92.750533), Route carried "on" structure: County highway 489, Year Built: 2001, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 247 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 154 (year 2007), Features Intersected: REYBURN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, 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: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22424, Location: 1.5 MI N OF JCT 333 & 168 (Lat: 36.018053, Lng: -90.762272), Route carried "on" structure: County highway 333, Year Built: 2001, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 21 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 119 (year 2007), Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22424, Location: 1.5 MI N OF JCT 333 & 168 (Lat: 36.018053, Lng: -90.762272), Route carried "on" structure: County highway 333, Year Built: 2001, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 21 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 119 (year 2007), Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22426, Location: 0.5 Mi S US 79-Stuttgart (Lat: 34.486561, Lng: -91.575881), Route carried "on" structure: County highway 19, Year Built: 2001, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 134 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 46 (year 2007), Features Intersected: King Bayou Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2022, Critical Feature Inspection Date: March 2022, Deck Structure Type: Steel plate
Structure Number: 22426, Location: 0.5 Mi S US 79-Stuttgart (Lat: 34.486561, Lng: -91.575881), Route carried "on" structure: County highway 19, Year Built: 2001, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 134 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 46 (year 2007), Features Intersected: King Bayou Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2022, Critical Feature Inspection Date: March 2022, Deck Structure Type: Steel plate
Find on map >> Show street view
Structure Number: 22427, Location: 0.6 MI WEST OF CR 84 (Lat: 36.117136, Lng: -94.269108), Route carried "on" structure: County highway 859, Year Built: 2001, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 314 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2007), Features Intersected: Clear Creek - Wash Co., Facility Carried by Structure: Gun Club Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22427, Location: 0.6 MI WEST OF CR 84 (Lat: 36.117136, Lng: -94.269108), Route carried "on" structure: County highway 859, Year Built: 2001, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 314 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2007), Features Intersected: Clear Creek - Wash Co., Facility Carried by Structure: Gun Club Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22431, Location: 0.36 mi S. Jct Daniel Rd (Lat: 34.290333, Lng: -94.321556), Route carried "on" structure: City street 2930, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 116 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2018), Features Intersected: Creek - Polk Co, Facility Carried by Structure: Baker Rd- Wickes
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 22431, Location: 0.36 mi S. Jct Daniel Rd (Lat: 34.290333, Lng: -94.321556), Route carried "on" structure: City street 2930, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 116 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2018), Features Intersected: Creek - Polk Co, Facility Carried by Structure: Baker Rd- Wickes
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 22432, Location: .65 Miles West Hwy-64 (Lat: 35.083639, Lng: -91.973800), Route carried "on" structure: County highway 9, Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 357 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 157 (year 2007), Features Intersected: Kettle Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22432, Location: .65 Miles West Hwy-64 (Lat: 35.083639, Lng: -91.973800), Route carried "on" structure: County highway 9, Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 357 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 157 (year 2007), Features Intersected: Kettle Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2268, Location: 1.30 Mi N US79B-Althemeir (Lat: 34.336622, Lng: -91.885733), Route carried "on" structure: County highway 65, Year Built: 2003, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 96 (year 2007), Features Intersected: Canal, Facility Carried by Structure: Blackwell Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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, 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: November 2021
Structure Number: 2268, Location: 1.30 Mi N US79B-Althemeir (Lat: 34.336622, Lng: -91.885733), Route carried "on" structure: County highway 65, Year Built: 2003, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 96 (year 2007), Features Intersected: Canal, Facility Carried by Structure: Blackwell Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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, 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: November 2021
Find on map >> Show street view
Structure Number: 23978, Location: .09 MI E Jct SH 5 (Lat: 35.360322, Lng: -92.061817), Route carried "on" structure: County highway 809, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 40 (year 1987), Average Future Daily Traffic: 54 (year 2007), Design Load: HS 20, Features Intersected: Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23978, Location: .09 MI E Jct SH 5 (Lat: 35.360322, Lng: -92.061817), Route carried "on" structure: County highway 809, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 40 (year 1987), Average Future Daily Traffic: 54 (year 2007), Design Load: HS 20, Features Intersected: Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: M3621, Location: 3.66 Mi S US79B-Althemier (Lat: 34.283319, Lng: -91.818419), Route carried "on" structure: State highway 88, Year Built: 1935, Year Reconstructed: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 329 (year 2028), Design Load: H 15, Features Intersected: Five Forks Lake/Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 880, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $157,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M3621, Location: 3.66 Mi S US79B-Althemier (Lat: 34.283319, Lng: -91.818419), Route carried "on" structure: State highway 88, Year Built: 1935, Year Reconstructed: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 329 (year 2028), Design Load: H 15, Features Intersected: Five Forks Lake/Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 880, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $157,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: X0962, Location: 1.99 Mi S US 79-Altheimer (Lat: 34.289261, Lng: -91.871500), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 4,814 (year 2028), Design Load: H 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: X0962, Location: 1.99 Mi S US 79-Altheimer (Lat: 34.289261, Lng: -91.871500), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 4,814 (year 2028), Design Load: H 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place