Bridge Statistics for Hurley, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 161ft / 49.0mTotal length
- $60,000Total costs
- 8,220Total average daily traffic
- 848Total average daily truck traffic
- 10,678Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hurley
- No street view available for this location
- New bridges - historical statistics
- 11980-1989
- 71990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 60.0%Satisfactory
- Bridge Condition - Channel
- 20.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- 20.0%Fair
Find on map >> Show street view
Structure Number: 31006140300087, Location: 4.3 MI E SR 613 (Lat: 30.629272, Lng: -88.435028), Route carried "on" structure: State highway 614, Year Built: 1983, Status: Open, Structure Length: 30.24m (99.21ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,900 (year 2040), Design Load: HS 20, Features Intersected: ESCATAWPA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 22, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31006140300087, Location: 4.3 MI E SR 613 (Lat: 30.629272, Lng: -88.435028), Route carried "on" structure: State highway 614, Year Built: 1983, Status: Open, Structure Length: 30.24m (99.21ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,900 (year 2040), Design Load: HS 20, Features Intersected: ESCATAWPA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 22, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA3000000000003, Location: SEC 4 T 4S R 5W B (Lat: 30.726667, Lng: -88.487500), Route carried "on" structure: County highway 1135, Year Built: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TANNER WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000003, Location: SEC 4 T 4S R 5W B (Lat: 30.726667, Lng: -88.487500), Route carried "on" structure: County highway 1135, Year Built: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TANNER WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA3000000000005, Location: SEC 7 T 4S R 5W B (Lat: 30.720481, Lng: -88.519433), Route carried "on" structure: County highway 1128, Year Built: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 700 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: DAVIS SAWMIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000005, Location: SEC 7 T 4S R 5W B (Lat: 30.720481, Lng: -88.519433), Route carried "on" structure: County highway 1128, Year Built: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 700 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: DAVIS SAWMIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA3000000000006, Location: SEC 7 T 4S R 5W B (Lat: 30.720475, Lng: -88.516533), Route carried "on" structure: County highway 1128, Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 700 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: DAVIS SAWMILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000006, Location: SEC 7 T 4S R 5W B (Lat: 30.720475, Lng: -88.516533), Route carried "on" structure: County highway 1128, Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 700 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: DAVIS SAWMILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA3000000000008, Location: SEC 14 T 4S R 5W (Lat: 30.692361, Lng: -88.458017), Route carried "on" structure: County highway 8256, Year Built: 1990, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: H 20, Features Intersected: WALLACE CREEK, Facility Carried by Structure: RED BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated 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: SA3000000000008, Location: SEC 14 T 4S R 5W (Lat: 30.692361, Lng: -88.458017), Route carried "on" structure: County highway 8256, Year Built: 1990, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: H 20, Features Intersected: WALLACE CREEK, Facility Carried by Structure: RED BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated 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: SA3000000000009, Location: SEC 20 T 4S R 5W (Lat: 30.678914, Lng: -88.496278), Route carried "on" structure: County highway 8110, Year Built: 1997, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: RAMIE FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000009, Location: SEC 20 T 4S R 5W (Lat: 30.678914, Lng: -88.496278), Route carried "on" structure: County highway 8110, Year Built: 1997, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: RAMIE FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA300000000001, Location: SEC 23 T 4S R 5W (Lat: 30.677769, Lng: -88.456917), Route carried "on" structure: County highway 8256, Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 113 (year 2040), Design Load: H 20, Features Intersected: LIVE STREAM, Facility Carried by Structure: RED BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000001, Location: SEC 23 T 4S R 5W (Lat: 30.677769, Lng: -88.456917), Route carried "on" structure: County highway 8256, Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 113 (year 2040), Design Load: H 20, Features Intersected: LIVE STREAM, Facility Carried by Structure: RED BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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, 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: SA3000000000024, Location: SEC 1 T 5S R 5W (Lat: 30.647317, Lng: -88.446258), Route carried "on" structure: County highway 8786, Year Built: 1992, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 150 (year 2040), Design Load: H 20, Features Intersected: LIVE STREAM, Facility Carried by Structure: OTIS COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000024, Location: SEC 1 T 5S R 5W (Lat: 30.647317, Lng: -88.446258), Route carried "on" structure: County highway 8786, Year Built: 1992, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 150 (year 2040), Design Load: H 20, Features Intersected: LIVE STREAM, Facility Carried by Structure: OTIS COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, 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: SA3000000000178, Location: SEC 28 T 4S R 5W (Lat: 30.669558, Lng: -88.484214), Route carried "on" structure: County highway 8138, Year Built: 2000, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2041), Design Load: HS 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: CARRAWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000178, Location: SEC 28 T 4S R 5W (Lat: 30.669558, Lng: -88.484214), Route carried "on" structure: County highway 8138, Year Built: 2000, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2041), Design Load: HS 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: CARRAWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: SA300000000A011, Location: SEC 26 T 4S R 5W (Lat: 30.663306, Lng: -88.459778), Route carried "on" structure: County highway 8256, Year Built: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: SPRING CREEK, Facility Carried by Structure: JOHN HOLDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000A011, Location: SEC 26 T 4S R 5W (Lat: 30.663306, Lng: -88.459778), Route carried "on" structure: County highway 8256, Year Built: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: SPRING CREEK, Facility Carried by Structure: JOHN HOLDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete