Bridge Statistics for Big Creek, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 82ft / 25.4mTotal length
- $1,068,000Total costs
- 5,240Total average daily traffic
- 397Total average daily truck traffic
- 7,860Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Big Creek
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 61950-1959
- 11960-1969
- 21980-1989
- 21990-1999
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 42.9%Very good
- 42.9%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 57.1%Very good
- 14.3%Good
- 14.3%Satisfactory
- 14.3%Serious
- Bridge Condition - Channel
- 6.7%Very good
- 26.7%Good
- 26.7%Satisfactory
- 26.7%Fair
- 13.3%Poor
- Bridge Condition - Culverts
- 12.5%Very good
- 25.0%Good
- 50.0%Satisfactory
- 12.5%Serious
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Structure Number: SA0700000000112, Location: SEC 1 T23N R 8E B (Lat: 33.892389, Lng: -89.402778), Route carried "on" structure: County highway 1816, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 160 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2035), Design Load: HS 20, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: CR 314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, Culverts: Serious, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021
Structure Number: SA0700000000112, Location: SEC 1 T23N R 8E B (Lat: 33.892389, Lng: -89.402778), Route carried "on" structure: County highway 1816, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 160 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2035), Design Load: HS 20, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: CR 314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, Culverts: Serious, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021
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Structure Number: SA0700000000113, Location: SEC 10 T23N R 8E (Lat: 33.867417, Lng: -89.447611), Route carried "on" structure: County highway 58, Year Built: 1997, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: SAVANNAH CREEK, Facility Carried by Structure: CR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: SA0700000000113, Location: SEC 10 T23N R 8E (Lat: 33.867417, Lng: -89.447611), Route carried "on" structure: County highway 58, Year Built: 1997, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: SAVANNAH CREEK, Facility Carried by Structure: CR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: SA0700000000114, Location: SEC 11 T23N R 8E (Lat: 33.873750, Lng: -89.434111), Route carried "on" structure: County highway 58, Year Built: 1996, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: LICKUP CREEK, Facility Carried by Structure: CR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: SA0700000000114, Location: SEC 11 T23N R 8E (Lat: 33.873750, Lng: -89.434111), Route carried "on" structure: County highway 58, Year Built: 1996, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: LICKUP CREEK, Facility Carried by Structure: CR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: SA0700000000115, Location: SEC 13 T23N R 8E B (Lat: 33.852944, Lng: -89.404278), Route carried "on" structure: Spur County highway 1816, Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2034), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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, 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
Structure Number: SA0700000000115, Location: SEC 13 T23N R 8E B (Lat: 33.852944, Lng: -89.404278), Route carried "on" structure: Spur County highway 1816, Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2034), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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, 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
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Structure Number: SA0700000000116, Location: SEC 13 T23N R 8E B (Lat: 33.852889, Lng: -89.403278), Route carried "on" structure: County highway 1816, Year Built: 1959, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2034), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: SA0700000000116, Location: SEC 13 T23N R 8E B (Lat: 33.852889, Lng: -89.403278), Route carried "on" structure: County highway 1816, Year Built: 1959, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2034), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: SA0700000000121, Location: SEC 21 T23N R 8E B (Lat: 33.838306, Lng: -89.466583), Route carried "on" structure: County highway 820, Year Built: 1988, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 500 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2034), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, 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: 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: Very good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0700000000121, Location: SEC 21 T23N R 8E B (Lat: 33.838306, Lng: -89.466583), Route carried "on" structure: County highway 820, Year Built: 1988, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 500 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2034), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, 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: 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: Very good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0700000000122, Location: SEC 22 T23N R 8E B (Lat: 33.838944, Lng: -89.452306), Route carried "on" structure: County highway 820, Year Built: 1988, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 500 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2034), Design Load: HS 20, Features Intersected: GAINES CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, 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: 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: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA0700000000122, Location: SEC 22 T23N R 8E B (Lat: 33.838944, Lng: -89.452306), Route carried "on" structure: County highway 820, Year Built: 1988, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 500 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2034), Design Load: HS 20, Features Intersected: GAINES CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, 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: 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: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA0700000000123, Location: SEC 23 T23N R 8E B (Lat: 33.845972, Lng: -89.434000), Route carried "on" structure: County highway 820, Year Built: 1957, Status: Posted for load-capacity, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 670 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,005 (year 2035), Design Load: H 15, Features Intersected: SAVANNAH CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA0700000000123, Location: SEC 23 T23N R 8E B (Lat: 33.845972, Lng: -89.434000), Route carried "on" structure: County highway 820, Year Built: 1957, Status: Posted for load-capacity, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 670 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,005 (year 2035), Design Load: H 15, Features Intersected: SAVANNAH CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA0700000000124, Location: SEC 23 T23N R 8E B (Lat: 33.848139, Lng: -89.429806), Route carried "on" structure: County highway 820, Year Built: 1957, Status: Temporarily open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 670 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,005 (year 2038), Design Load: H 15, Features Intersected: RELIEF FOR SAVANNAH CK., Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.563, 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: Good, Superstructure: Good, Substructure: Serious, Channel: Good, 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: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA0700000000124, Location: SEC 23 T23N R 8E B (Lat: 33.848139, Lng: -89.429806), Route carried "on" structure: County highway 820, Year Built: 1957, Status: Temporarily open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 670 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,005 (year 2038), Design Load: H 15, Features Intersected: RELIEF FOR SAVANNAH CK., Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.563, 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: Good, Superstructure: Good, Substructure: Serious, Channel: Good, 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: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA0700000000126, Location: SEC 24 T23N R 8E B (Lat: 33.844389, Lng: -89.403333), Route carried "on" structure: County highway 820, Year Built: 1957, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 970 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 1,455 (year 2034), Design Load: HS 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, 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: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2015)
Structure Number: SA0700000000126, Location: SEC 24 T23N R 8E B (Lat: 33.844389, Lng: -89.403333), Route carried "on" structure: County highway 820, Year Built: 1957, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 970 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 1,455 (year 2034), Design Load: HS 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, 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: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2015)
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Structure Number: SA0700000000127, Location: SEC 24 T23N R 8E B (Lat: 33.838678, Lng: -89.420103), Route carried "on" structure: City street 504, Year Built: 1955, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.563, 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: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2015)
Structure Number: SA0700000000127, Location: SEC 24 T23N R 8E B (Lat: 33.838678, Lng: -89.420103), Route carried "on" structure: City street 504, Year Built: 1955, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.563, 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: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2015)
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Structure Number: SA0700000000128, Location: SEC 26 T23N R 8E B (Lat: 33.834833, Lng: -89.431389), Route carried "on" structure: County highway 67, Year Built: 1936, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2035), Design Load: H 15, Features Intersected: SAVANNAH CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 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: Monolithic Concrete
Structure Number: SA0700000000128, Location: SEC 26 T23N R 8E B (Lat: 33.834833, Lng: -89.431389), Route carried "on" structure: County highway 67, Year Built: 1936, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2035), Design Load: H 15, Features Intersected: SAVANNAH CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 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: Monolithic Concrete
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Structure Number: SA0700000000129, Location: SEC 27 T23N R 8E B (Lat: 33.826667, Lng: -89.455000), Route carried "on" structure: County highway 67, Year Built: 1936, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 15, Features Intersected: GAINES CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 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, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $15,000, Total Project Cost: $143,000 ( Estimate for 2015)
Structure Number: SA0700000000129, Location: SEC 27 T23N R 8E B (Lat: 33.826667, Lng: -89.455000), Route carried "on" structure: County highway 67, Year Built: 1936, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 15, Features Intersected: GAINES CREEK, Facility Carried by Structure: CR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 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, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $15,000, Total Project Cost: $143,000 ( Estimate for 2015)
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Structure Number: SA0700000000139, Location: SEC 20 T23N R 9E (Lat: 33.852917, Lng: -89.383500), Route carried "on" structure: County highway 80, Year Built: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 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 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0700000000139, Location: SEC 20 T23N R 9E (Lat: 33.852917, Lng: -89.383500), Route carried "on" structure: County highway 80, Year Built: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 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 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA070000000A125, Location: SEC 23 T23N R 8E B (Lat: 33.849125, Lng: -89.427972), Route carried "on" structure: County highway 820, Year Built: 2021, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 670 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,005 (year 2042), Design Load: HL 93, Features Intersected: LICKUP CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.885, 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.8 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: 33.0 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA070000000A125, Location: SEC 23 T23N R 8E B (Lat: 33.849125, Lng: -89.427972), Route carried "on" structure: County highway 820, Year Built: 2021, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 670 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,005 (year 2042), Design Load: HL 93, Features Intersected: LICKUP CREEK, Facility Carried by Structure: CR 308
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.885, 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.8 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: 33.0 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels