Bridge Statistics for Petal, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31950-1959
- 11960-1969
- 101970-1979
- 111980-1989
- 51990-1999
- 192000-2009
- 72010-2019
- 12020-2022
- Bridge Condition - Deck
- 14.3%Very good
- 54.8%Good
- 26.2%Satisfactory
- 4.8%Fair
- Bridge Condition - Superstructure
- 35.7%Very good
- 38.1%Good
- 21.4%Satisfactory
- 4.8%Fair
- Bridge Condition - Substructure
- 40.5%Very good
- 14.3%Good
- 35.7%Satisfactory
- 9.5%Fair
- Bridge Condition - Channel
- 7.5%Very good
- 49.1%Good
- 28.3%Satisfactory
- 15.1%Fair
- Bridge Condition - Culverts
- 7.7%Excellent
- 23.1%Very good
- 46.2%Good
- 23.1%Satisfactory
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Structure Number: SA1800000000205, Location: SEC 36 T 5N R13W (Lat: 31.354639, Lng: -89.262117), Route carried "on" structure: City street 8790, Year Built: 1987, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,150 (year 2040), Design Load: HS 20, Features Intersected: GREENS CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1800000000205, Location: SEC 36 T 5N R13W (Lat: 31.354639, Lng: -89.262117), Route carried "on" structure: City street 8790, Year Built: 1987, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,150 (year 2040), Design Load: HS 20, Features Intersected: GREENS CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1800000000225, Location: SEC 8 T 4N R12W (Lat: 31.321742, Lng: -89.223822), Route carried "on" structure: County highway 78, Year Built: 2004, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LOTTS CREEK, Facility Carried by Structure: DAVIS ROAD
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), 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: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
Structure Number: SA1800000000225, Location: SEC 8 T 4N R12W (Lat: 31.321742, Lng: -89.223822), Route carried "on" structure: County highway 78, Year Built: 2004, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LOTTS CREEK, Facility Carried by Structure: DAVIS ROAD
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), 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: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
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Structure Number: SA1800000000226, Location: SEC 20 T 4N R12W (Lat: 31.303025, Lng: -89.230386), Route carried "on" structure: County highway 122, Year Built: 2004, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LOTTS CREEK, Facility Carried by Structure: WOODY CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
Structure Number: SA1800000000226, Location: SEC 20 T 4N R12W (Lat: 31.303025, Lng: -89.230386), Route carried "on" structure: County highway 122, Year Built: 2004, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LOTTS CREEK, Facility Carried by Structure: WOODY CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
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Structure Number: SA1800000000227, Location: SEC 20 T 4N R12W (Lat: 31.295953, Lng: -89.218164), Route carried "on" structure: County highway 123, Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: WEDGEWORTH CREEK, Facility Carried by Structure: BUNTON ROAD
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), Skew: 3 degrees, 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: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1800000000227, Location: SEC 20 T 4N R12W (Lat: 31.295953, Lng: -89.218164), Route carried "on" structure: County highway 123, Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: WEDGEWORTH CREEK, Facility Carried by Structure: BUNTON ROAD
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), Skew: 3 degrees, 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: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1800000000228, Location: SEC 7 T 5N R12W (Lat: 31.414606, Lng: -89.231064), Route carried "on" structure: County highway 39, Year Built: 2006, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF GREENS CREEK, Facility Carried by Structure: LYNN RAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
Structure Number: SA1800000000228, Location: SEC 7 T 5N R12W (Lat: 31.414606, Lng: -89.231064), Route carried "on" structure: County highway 39, Year Built: 2006, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF GREENS CREEK, Facility Carried by Structure: LYNN RAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
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Structure Number: SA1800000000235, Location: SEC_35_T 5N_R12W B (Lat: 31.349800, Lng: -89.177003), Route carried "on" structure: City street 222, Year Built: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HL 93, Features Intersected: REESE CREEK, Facility Carried by Structure: SUNRISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: City or Municipal 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: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1800000000235, Location: SEC_35_T 5N_R12W B (Lat: 31.349800, Lng: -89.177003), Route carried "on" structure: City street 222, Year Built: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HL 93, Features Intersected: REESE CREEK, Facility Carried by Structure: SUNRISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: City or Municipal 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: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA180000000A093, Location: SEC 17 T 4N R12W (Lat: 31.311722, Lng: -89.227989), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 280 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 420 (year 2038), Design Load: HL 93, Features Intersected: LOTTS CREEK, Facility Carried by Structure: CEDAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA180000000A093, Location: SEC 17 T 4N R12W (Lat: 31.311722, Lng: -89.227989), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 280 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 420 (year 2038), Design Load: HL 93, Features Intersected: LOTTS CREEK, Facility Carried by Structure: CEDAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA180000000A095, Location: SEC 21 T 4N R12W B (Lat: 31.302017, Lng: -89.213058), Route carried "on" structure: County highway 143, Year Built: 2020, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: WEDGEWORTH CREEK, Facility Carried by Structure: BATSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: SA180000000A095, Location: SEC 21 T 4N R12W B (Lat: 31.302017, Lng: -89.213058), Route carried "on" structure: County highway 143, Year Built: 2020, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: WEDGEWORTH CREEK, Facility Carried by Structure: BATSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: SA180000000A096, Location: SEC 23 T 4N R12W B (Lat: 31.293647, Lng: -89.176536), Route carried "on" structure: County highway 138, Year Built: 2018, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: JAKES CREEK, Facility Carried by Structure: LUTHER CARTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: SA180000000A096, Location: SEC 23 T 4N R12W B (Lat: 31.293647, Lng: -89.176536), Route carried "on" structure: County highway 138, Year Built: 2018, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: JAKES CREEK, Facility Carried by Structure: LUTHER CARTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: SA180000000A204, Location: SEC 36 T 5N R13W (Lat: 31.359875, Lng: -89.255403), Route carried "on" structure: City street 9335, Year Built: 2013, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2038), Design Load: HL 93, Features Intersected: GREENS CREEK, Facility Carried by Structure: CHAPPELL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 33.7 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA180000000A204, Location: SEC 36 T 5N R13W (Lat: 31.359875, Lng: -89.255403), Route carried "on" structure: City street 9335, Year Built: 2013, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2038), Design Load: HL 93, Features Intersected: GREENS CREEK, Facility Carried by Structure: CHAPPELL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 33.7 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA180000000A229, Location: SEC 6 T 4N R12W (Lat: 31.336608, Lng: -89.241600), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 820 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,230 (year 2038), Design Load: HS 20, Features Intersected: DRY PRONG CREEK, Facility Carried by Structure: OLD CORINTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
Structure Number: SA180000000A229, Location: SEC 6 T 4N R12W (Lat: 31.336608, Lng: -89.241600), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 820 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,230 (year 2038), Design Load: HS 20, Features Intersected: DRY PRONG CREEK, Facility Carried by Structure: OLD CORINTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
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Structure Number: SA5600000000003, Location: SEC 19 T 4N R11W B (Lat: 31.299750, Lng: -89.141533), Route carried "on" structure: County highway 162, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2043), Design Load: HS 20, Features Intersected: PENN BRANCH, Facility Carried by Structure: MEMORIAL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021
Structure Number: SA5600000000003, Location: SEC 19 T 4N R11W B (Lat: 31.299750, Lng: -89.141533), Route carried "on" structure: County highway 162, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2043), Design Load: HS 20, Features Intersected: PENN BRANCH, Facility Carried by Structure: MEMORIAL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021
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Structure Number: SA5600000000097, Location: SEC 19 T 4N R11W B (Lat: 31.300294, Lng: -89.142717), Route carried "on" structure: County highway 162, Year Built: 1992, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 180 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2037), Design Load: H 15, Features Intersected: REESE'S CREEK, Facility Carried by Structure: MEMORIAL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5600000000097, Location: SEC 19 T 4N R11W B (Lat: 31.300294, Lng: -89.142717), Route carried "on" structure: County highway 162, Year Built: 1992, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 180 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2037), Design Load: H 15, Features Intersected: REESE'S CREEK, Facility Carried by Structure: MEMORIAL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5600000000117, Location: SEC 19 T 5N R11W B (Lat: 31.379378, Lng: -89.143411), Route carried "on" structure: County highway 118, Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 530 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2037), Design Load: HS 20, Features Intersected: MCWILLIAMS BRANCH, Facility Carried by Structure: CORINTH CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA5600000000117, Location: SEC 19 T 5N R11W B (Lat: 31.379378, Lng: -89.143411), Route carried "on" structure: County highway 118, Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 530 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2037), Design Load: HS 20, Features Intersected: MCWILLIAMS BRANCH, Facility Carried by Structure: CORINTH CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: SA5600000000121, Location: SEC 30 T 5N R11W B (Lat: 31.374306, Lng: -89.132083), Route carried "on" structure: County highway 118, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2037), Design Load: HS 20, Features Intersected: THIRD CREEK, Facility Carried by Structure: CORINTH CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA5600000000121, Location: SEC 30 T 5N R11W B (Lat: 31.374306, Lng: -89.132083), Route carried "on" structure: County highway 118, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2037), Design Load: HS 20, Features Intersected: THIRD CREEK, Facility Carried by Structure: CORINTH CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 31000420180612A, Location: SR 42 OVER US 11 & AGS RR (Lat: 31.359311, Lng: -89.270189), Route carried "under" structure: US 11, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 5%, Features Intersected: SR 42 OVER US 11 & RR, Facility Carried by Structure: SR 42
Minimum Vertical Clearance: 9.06m (29.72ft), Kilometerpoint: 16.396, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 31000420180612A, Location: SR 42 OVER US 11 & AGS RR (Lat: 31.359311, Lng: -89.270189), Route carried "under" structure: US 11, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 5%, Features Intersected: SR 42 OVER US 11 & RR, Facility Carried by Structure: SR 42
Minimum Vertical Clearance: 9.06m (29.72ft), Kilometerpoint: 16.396, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 31000420180612B, Location: SR 42 OVER US 11 & AGS RR (Lat: 31.359061, Lng: -89.270231), Route carried "under" structure: US 11, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 5%, Features Intersected: SR 42 OVER US 11 & RR, Facility Carried by Structure: SR 42
Minimum Vertical Clearance: 9.07m (29.76ft), Kilometerpoint: 16.367, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 31000420180612B, Location: SR 42 OVER US 11 & AGS RR (Lat: 31.359061, Lng: -89.270231), Route carried "under" structure: US 11, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 5%, Features Intersected: SR 42 OVER US 11 & RR, Facility Carried by Structure: SR 42
Minimum Vertical Clearance: 9.07m (29.76ft), Kilometerpoint: 16.367, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)