Bridge Statistics for New Hope, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 194ft / 59.2mTotal length
- $1,706,000Total costs
- 30,180Total average daily traffic
- 3,730Total average daily truck traffic
- 38,020Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Hope
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 41980-1989
- 41990-1999
- 32010-2019
- Bridge Condition - Deck
- 53.8%Very good
- 30.8%Good
- 15.4%Satisfactory
- Bridge Condition - Superstructure
- 76.9%Very good
- 23.1%Good
- Bridge Condition - Substructure
- 38.5%Very good
- 53.8%Good
- 7.7%Satisfactory
- Bridge Condition - Channel
- 13.3%Excellent
- 60.0%Very good
- 6.7%Good
- 20.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 21000820441820A, Location: 0.7 MI W ALA ST LINE (Lat: 33.497303, Lng: -88.293267), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: STOKES JUNCTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820441820A, Location: 0.7 MI W ALA ST LINE (Lat: 33.497303, Lng: -88.293267), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: STOKES JUNCTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820441820B, Location: 0.7 MI W ALA ST LINE (Lat: 33.497147, Lng: -88.294006), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: STOKES JUNCTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.979, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820441820B, Location: 0.7 MI W ALA ST LINE (Lat: 33.497147, Lng: -88.294006), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: STOKES JUNCTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.979, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000690440049, Location: 4.9 MI N ALA ST LINE (Lat: 33.409269, Lng: -88.333564), Route carried "on" structure: State highway 69, Year Built: 1990, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: ELLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), 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: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000690440049, Location: 4.9 MI N ALA ST LINE (Lat: 33.409269, Lng: -88.333564), Route carried "on" structure: State highway 69, Year Built: 1990, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: ELLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), 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: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000690440072, Location: 7.2 MI N ALA ST LINE (Lat: 33.436575, Lng: -88.350944), Route carried "on" structure: State highway 69, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: H 15, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.449, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 31000690440072, Location: 7.2 MI N ALA ST LINE (Lat: 33.436575, Lng: -88.350944), Route carried "on" structure: State highway 69, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: H 15, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.449, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 31001820441787, Location: 2.1 MI W AL STATE LINE (Lat: 33.492322, Lng: -88.316650), Route carried "on" structure: State highway 182, Year Built: 2019, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HL 93, Features Intersected: VERNON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31001820441787, Location: 2.1 MI W AL STATE LINE (Lat: 33.492322, Lng: -88.316650), Route carried "on" structure: State highway 182, Year Built: 2019, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HL 93, Features Intersected: VERNON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA4400000000083, Location: SEC 14 T18S R17W B (Lat: 33.501389, Lng: -88.285278), Route carried "on" structure: County highway 775, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2040), Design Load: HS 15, Features Intersected: MAGBY CREEK, Facility Carried by Structure: LEE STOKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $200,000, Total Project Cost: $472,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000083, Location: SEC 14 T18S R17W B (Lat: 33.501389, Lng: -88.285278), Route carried "on" structure: County highway 775, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2040), Design Load: HS 15, Features Intersected: MAGBY CREEK, Facility Carried by Structure: LEE STOKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $200,000, Total Project Cost: $472,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000084, Location: SEC 14 T18S R17W B (Lat: 33.505278, Lng: -88.293889), Route carried "on" structure: County highway 775, Year Built: 1968, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2040), Design Load: HS 15, Features Intersected: SLOUGH, Facility Carried by Structure: LEE STOKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $25,000, Total Project Cost: $159,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000084, Location: SEC 14 T18S R17W B (Lat: 33.505278, Lng: -88.293889), Route carried "on" structure: County highway 775, Year Built: 1968, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2040), Design Load: HS 15, Features Intersected: SLOUGH, Facility Carried by Structure: LEE STOKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $25,000, Total Project Cost: $159,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000085, Location: SEC 16 T18S R17W B (Lat: 33.497222, Lng: -88.328333), Route carried "on" structure: County highway 763, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2043), Design Load: H 15, Features Intersected: VERNON BRANCH, Facility Carried by Structure: BEATTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $130,000, Total Project Cost: $275,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA4400000000085, Location: SEC 16 T18S R17W B (Lat: 33.497222, Lng: -88.328333), Route carried "on" structure: County highway 763, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2043), Design Load: H 15, Features Intersected: VERNON BRANCH, Facility Carried by Structure: BEATTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $130,000, Total Project Cost: $275,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA4400000000088, Location: SEC 28 T18S R17W B (Lat: 33.470556, Lng: -88.327500), Route carried "on" structure: County highway 763, Year Built: 1956, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,900 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 5,850 (year 2043), Design Load: H 15, Features Intersected: MCCRARY CR, Facility Carried by Structure: NEW HOPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $200,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000088, Location: SEC 28 T18S R17W B (Lat: 33.470556, Lng: -88.327500), Route carried "on" structure: County highway 763, Year Built: 1956, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,900 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 5,850 (year 2043), Design Load: H 15, Features Intersected: MCCRARY CR, Facility Carried by Structure: NEW HOPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $200,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA440000000009, Location: SEC 34 T18S R17W B (Lat: 33.462778, Lng: -88.301667), Route carried "on" structure: County highway 1216, Year Built: 1990, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 980 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,470 (year 2043), Design Load: HS 20, Features Intersected: MCCRARY CREEK, Facility Carried by Structure: BEERSHEBA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, 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 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA440000000009, Location: SEC 34 T18S R17W B (Lat: 33.462778, Lng: -88.301667), Route carried "on" structure: County highway 1216, Year Built: 1990, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 980 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,470 (year 2043), Design Load: HS 20, Features Intersected: MCCRARY CREEK, Facility Carried by Structure: BEERSHEBA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, 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 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000098, Location: SEC_25_T18S_R18W B (Lat: 33.477500, Lng: -88.362617), Route carried "on" structure: County highway 145, Year Built: 1989, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2043), Design Load: HS 20, Features Intersected: MCCRARY CREEK, Facility Carried by Structure: S LEHMBERG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, 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 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000098, Location: SEC_25_T18S_R18W B (Lat: 33.477500, Lng: -88.362617), Route carried "on" structure: County highway 145, Year Built: 1989, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2043), Design Load: HS 20, Features Intersected: MCCRARY CREEK, Facility Carried by Structure: S LEHMBERG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, 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 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000113, Location: SEC 8 T19S R17W B (Lat: 33.433611, Lng: -88.328333), Route carried "on" structure: County highway 763, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,100 (year 2043), Design Load: HS 15, Features Intersected: DITCH, Facility Carried by Structure: NEW HOPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA4400000000113, Location: SEC 8 T19S R17W B (Lat: 33.433611, Lng: -88.328333), Route carried "on" structure: County highway 763, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,100 (year 2043), Design Load: HS 15, Features Intersected: DITCH, Facility Carried by Structure: NEW HOPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: SA4400000000114, Location: SEC 3 T19S R17W (Lat: 33.445000, Lng: -88.298889), Route carried "on" structure: County highway 27, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2043), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD YORKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $25,000, Total Project Cost: $300,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000114, Location: SEC 3 T19S R17W (Lat: 33.445000, Lng: -88.298889), Route carried "on" structure: County highway 27, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2043), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD YORKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $25,000, Total Project Cost: $300,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000117, Location: SEC 12 T19S R18W (Lat: 33.433056, Lng: -88.366111), Route carried "on" structure: County highway 153, Year Built: 1997, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2043), Design Load: HS 20, Features Intersected: GREEN CREEK, Facility Carried by Structure: HUGHES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA4400000000117, Location: SEC 12 T19S R18W (Lat: 33.433056, Lng: -88.366111), Route carried "on" structure: County highway 153, Year Built: 1997, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2043), Design Load: HS 20, Features Intersected: GREEN CREEK, Facility Carried by Structure: HUGHES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: SA4400000000118, Location: SEC 12 T19S R18W (Lat: 33.428056, Lng: -88.376111), Route carried "on" structure: County highway 154, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2043), Design Load: HS 20, Features Intersected: GREENS CREEK, Facility Carried by Structure: FRISCO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA4400000000118, Location: SEC 12 T19S R18W (Lat: 33.428056, Lng: -88.376111), Route carried "on" structure: County highway 154, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2043), Design Load: HS 20, Features Intersected: GREENS CREEK, Facility Carried by Structure: FRISCO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: SA440000000A119, Location: SEC 24 T19S R18W B (Lat: 33.399647, Lng: -88.373711), Route carried "on" structure: County highway 20, Year Built: 2016, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: ELLIS CREEK, Facility Carried by Structure: NASHVILLE FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA440000000A119, Location: SEC 24 T19S R18W B (Lat: 33.399647, Lng: -88.373711), Route carried "on" structure: County highway 20, Year Built: 2016, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: ELLIS CREEK, Facility Carried by Structure: NASHVILLE FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA440000000A12, Location: SEC 24 T19S R18W B (Lat: 33.399044, Lng: -88.372703), Route carried "on" structure: County highway 20, Year Built: 2016, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: ELLIS CREEK, Facility Carried by Structure: NASVILLE FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA440000000A12, Location: SEC 24 T19S R18W B (Lat: 33.399044, Lng: -88.372703), Route carried "on" structure: County highway 20, Year Built: 2016, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: ELLIS CREEK, Facility Carried by Structure: NASVILLE FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place