Bridge Statistics for Junction City, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 118ft / 36.3mTotal length
- 29,700Total average daily traffic
- 5,659Total average daily truck traffic
- 34,723Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Junction City
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11970-1979
- 51990-1999
- 72000-2009
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 66.7%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Channel
- 57.1%Very good
- 42.9%Good
Find on map >> Show street view
Structure Number: 4312, Location: 2.03 MI E JCT US 167 (Lat: 33.024169, Lng: -92.693839), Route carried "on" structure: County highway 31, Year Built: 1977, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2007), Design Load: H 15, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4312, Location: 2.03 MI E JCT US 167 (Lat: 33.024169, Lng: -92.693839), Route carried "on" structure: County highway 31, Year Built: 1977, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2007), Design Load: H 15, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 6687, Location: 1.73 MI N JUNCTION CITY (Lat: 33.033408, Lng: -92.710800), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: FAIRLY BREAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Structure Number: 6687, Location: 1.73 MI N JUNCTION CITY (Lat: 33.033408, Lng: -92.710800), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: FAIRLY BREAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Find on map >> Show street view
Structure Number: 6688, Location: 2.03 MI NO JUNCTION CITY (Lat: 33.036219, Lng: -92.707267), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: CORNIE BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Structure Number: 6688, Location: 2.03 MI NO JUNCTION CITY (Lat: 33.036219, Lng: -92.707267), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: CORNIE BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Find on map >> Show street view
Structure Number: 6689, Location: 2.48 MI NO JUNCTION CITY (Lat: 33.042339, Lng: -92.704292), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: CORNIE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Structure Number: 6689, Location: 2.48 MI NO JUNCTION CITY (Lat: 33.042339, Lng: -92.704292), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: CORNIE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Find on map >> Show street view
Structure Number: 669, Location: 2.89 MI NO JUNCTION CITY (Lat: 33.047819, Lng: -92.701597), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: CORNIE BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.649, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Structure Number: 669, Location: 2.89 MI NO JUNCTION CITY (Lat: 33.047819, Lng: -92.701597), Route carried "on" structure: US 167, Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 6,243 (year 2028), Design Load: HS 20, Features Intersected: CORNIE BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.649, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Find on map >> Show street view
Structure Number: 19869, Location: 1 MI E SH 167 & CO RD 7 (Lat: 33.057500, Lng: -92.683292), Route carried "on" structure: County highway 7, Year Built: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 365 (year 2007), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.586, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19869, Location: 1 MI E SH 167 & CO RD 7 (Lat: 33.057500, Lng: -92.683292), Route carried "on" structure: County highway 7, Year Built: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 365 (year 2007), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.586, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22074, Location: .44 MI W JCT CO RD 2 (Lat: 33.026667, Lng: -92.744719), Route carried "on" structure: County highway 66, Year Built: 1998, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 143 (year 2007), Design Load: H 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: Febuary 2021
Structure Number: 22074, Location: .44 MI W JCT CO RD 2 (Lat: 33.026667, Lng: -92.744719), Route carried "on" structure: County highway 66, Year Built: 1998, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 143 (year 2007), Design Load: H 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: Febuary 2021
Find on map >> Show street view
Structure Number: 22255, Location: 0.5 MI S JCT CR 288 (Lat: 33.069442, Lng: -92.751389), Route carried "on" structure: County highway 2, Year Built: 2000, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 601 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 365 (year 2007), Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.611, 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: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22255, Location: 0.5 MI S JCT CR 288 (Lat: 33.069442, Lng: -92.751389), Route carried "on" structure: County highway 2, Year Built: 2000, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 601 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 365 (year 2007), Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.611, 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: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22387, Location: .5 Mi N CR 2 & 38 (Lat: 33.054711, Lng: -92.754689), Route carried "on" structure: County highway 2, Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 601 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 365 (year 2007), Design Load: H 15, Features Intersected: Lick Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, 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: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22387, Location: .5 Mi N CR 2 & 38 (Lat: 33.054711, Lng: -92.754689), Route carried "on" structure: County highway 2, Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 601 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 365 (year 2007), Design Load: H 15, Features Intersected: Lick Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, 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: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22435, Location: 1.92 mi E us167&cr 31 (Lat: 33.023531, Lng: -92.695131), Route carried "on" structure: County highway 31, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2007), Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22435, Location: 1.92 mi E us167&cr 31 (Lat: 33.023531, Lng: -92.695131), Route carried "on" structure: County highway 31, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2007), Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22614, Location: 3.5 MI W JCT US 167 (Lat: 33.015000, Lng: -92.786108), Route carried "on" structure: County highway 1, Year Built: 2002, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2007), Design Load: H 15, Features Intersected: creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22614, Location: 3.5 MI W JCT US 167 (Lat: 33.015000, Lng: -92.786108), Route carried "on" structure: County highway 1, Year Built: 2002, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2007), Design Load: H 15, Features Intersected: creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22615, Location: 0.4 MI N JCT CR 288 (Lat: 33.082500, Lng: -92.748608), Route carried "on" structure: County highway 2, Year Built: 2002, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 601 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 370 (year 2007), Design Load: H 15, Features Intersected: creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.141, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22615, Location: 0.4 MI N JCT CR 288 (Lat: 33.082500, Lng: -92.748608), Route carried "on" structure: County highway 2, Year Built: 2002, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 601 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 370 (year 2007), Design Load: H 15, Features Intersected: creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.141, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 2269, Location: 1.84 mi E US 167 (Lat: 33.022819, Lng: -92.696519), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2007), Features Intersected: Union Cornie Bayou Rel.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2269, Location: 1.84 mi E US 167 (Lat: 33.022819, Lng: -92.696519), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2007), Features Intersected: Union Cornie Bayou Rel.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: M2171, Location: 2.7 MI N JCT CITY (Lat: 33.045458, Lng: -92.702758), Route carried "on" structure: US 167, Year Built: 1931, Year Reconstructed: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 6,243 (year 2028), Features Intersected: CORNIE BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: M2171, Location: 2.7 MI N JCT CITY (Lat: 33.045458, Lng: -92.702758), Route carried "on" structure: US 167, Year Built: 1931, Year Reconstructed: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,263 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 6,243 (year 2028), Features Intersected: CORNIE BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021