Bridge Statistics for Jumpertown, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 89ft / 26.6mTotal length
- $728,000Total costs
- 6,836Total average daily traffic
- 831Total average daily truck traffic
- 7,740Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jumpertown
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 11960-1969
- 11980-1989
- 11990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 22.2%Very good
- 33.3%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 44.4%Very good
- 11.1%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 22.2%Satisfactory
- 22.2%Fair
- 11.1%Critical
- Bridge Condition - Channel
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
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Structure Number: 31000040591276, Location: 0.2 MI E TIPPAH CL (Lat: 34.698583, Lng: -88.714925), Route carried "on" structure: State highway 4, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: H 15, Features Intersected: BIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 31000040591276, Location: 0.2 MI E TIPPAH CL (Lat: 34.698583, Lng: -88.714925), Route carried "on" structure: State highway 4, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: H 15, Features Intersected: BIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Equal to 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: 31000040591279, Location: 0.5 MI E TIPPAH CL (Lat: 34.698600, Lng: -88.709336), Route carried "on" structure: State highway 4, Year Built: 1984, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.859, Lanes on structure: 2, Base Highway Network: Yes (, 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: 2, 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: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000040591279, Location: 0.5 MI E TIPPAH CL (Lat: 34.698600, Lng: -88.709336), Route carried "on" structure: State highway 4, Year Built: 1984, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.859, Lanes on structure: 2, Base Highway Network: Yes (, 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: 2, 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: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA0200000000153, Location: SEC 1 T 4S R 6E (Lat: 34.759722, Lng: -88.621806), Route carried "on" structure: County highway 159, Year Built: 2008, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 263 (year 2038), Design Load: HS 20, Features Intersected: BOONE CREEK, Facility Carried by Structure: CR 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: SA0200000000153, Location: SEC 1 T 4S R 6E (Lat: 34.759722, Lng: -88.621806), Route carried "on" structure: County highway 159, Year Built: 2008, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 263 (year 2038), Design Load: HS 20, Features Intersected: BOONE CREEK, Facility Carried by Structure: CR 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: SA5900000000002, Location: SEC 14 T 4S R 6E (Lat: 34.733333, Lng: -88.646133), Route carried "on" structure: County highway 329, Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 45 (year 2015), Average Future Daily Traffic: 68 (year 2035), Design Load: H 15, Features Intersected: POLLYS CREEK, Facility Carried by Structure: CR 8340
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2016), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: SA5900000000002, Location: SEC 14 T 4S R 6E (Lat: 34.733333, Lng: -88.646133), Route carried "on" structure: County highway 329, Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 45 (year 2015), Average Future Daily Traffic: 68 (year 2035), Design Load: H 15, Features Intersected: POLLYS CREEK, Facility Carried by Structure: CR 8340
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2016), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: SA5900000000005, Location: SEC 24 T 4S R 6E B (Lat: 34.718833, Lng: -88.622117), Route carried "on" structure: County highway 342, Year Built: 1956, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2035), Design Load: H 10, Features Intersected: POLLYS CREEK, Facility Carried by Structure: CR 8301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5900000000005, Location: SEC 24 T 4S R 6E B (Lat: 34.718833, Lng: -88.622117), Route carried "on" structure: County highway 342, Year Built: 1956, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2035), Design Load: H 10, Features Intersected: POLLYS CREEK, Facility Carried by Structure: CR 8301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5900000000006, Location: SEC 24 T 4S R 6E B (Lat: 34.721278, Lng: -88.621806), Route carried "on" structure: County highway 342, Year Built: 1956, Status: Temporarily open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2036), Design Load: H 15, Features Intersected: POLLYS CREEK, Facility Carried by Structure: CR 8301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Satisfactory, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5900000000006, Location: SEC 24 T 4S R 6E B (Lat: 34.721278, Lng: -88.621806), Route carried "on" structure: County highway 342, Year Built: 1956, Status: Temporarily open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2036), Design Load: H 15, Features Intersected: POLLYS CREEK, Facility Carried by Structure: CR 8301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Satisfactory, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5900000000007, Location: SEC 31 T 4S R 6E (Lat: 34.685850, Lng: -88.701100), Route carried "on" structure: County highway 241, Year Built: 2002, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2035), Design Load: HS 20, Features Intersected: GUIN BRANCH, Facility Carried by Structure: CR 7321
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000007, Location: SEC 31 T 4S R 6E (Lat: 34.685850, Lng: -88.701100), Route carried "on" structure: County highway 241, Year Built: 2002, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2035), Design Load: HS 20, Features Intersected: GUIN BRANCH, Facility Carried by Structure: CR 7321
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000031, Location: SEC 3 T 5S R 6E B (Lat: 34.676547, Lng: -88.663942), Route carried "on" structure: County highway 455, Year Built: 1999, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 336 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 504 (year 2035), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 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: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000031, Location: SEC 3 T 5S R 6E B (Lat: 34.676547, Lng: -88.663942), Route carried "on" structure: County highway 455, Year Built: 1999, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 336 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 504 (year 2035), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 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: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000032, Location: SEC 6 T 5S R 6E (Lat: 34.677167, Lng: -88.714267), Route carried "on" structure: County highway 243, Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: COUNTY ROAD 7100
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000032, Location: SEC 6 T 5S R 6E (Lat: 34.677167, Lng: -88.714267), Route carried "on" structure: County highway 243, Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: COUNTY ROAD 7100
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000033, Location: SEC 10 T 5S R 6E (Lat: 34.662053, Lng: -88.659011), Route carried "on" structure: County highway 247, Year Built: 1966, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 90 (year 2021), Average Future Daily Traffic: 120 (year 2040), Design Load: H 10, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 6.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA5900000000033, Location: SEC 10 T 5S R 6E (Lat: 34.662053, Lng: -88.659011), Route carried "on" structure: County highway 247, Year Built: 1966, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 90 (year 2021), Average Future Daily Traffic: 120 (year 2040), Design Load: H 10, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 6.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA5900000000153, Location: SEC 19 T 4S R 6E (Lat: 34.722944, Lng: -88.710972), Route carried "on" structure: County highway 234, Year Built: 2013, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2035), Design Load: HL 93, Features Intersected: DRY CREEK, Facility Carried by Structure: CR 8500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 3 degrees, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.3 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: 36.6 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 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000153, Location: SEC 19 T 4S R 6E (Lat: 34.722944, Lng: -88.710972), Route carried "on" structure: County highway 234, Year Built: 2013, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2035), Design Load: HL 93, Features Intersected: DRY CREEK, Facility Carried by Structure: CR 8500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 3 degrees, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.3 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: 36.6 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 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete