Bridge Statistics for Natalbany, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 213ft / 64.8mTotal length
- $6,702,000Total costs
- 213,741Total average daily traffic
- 2,648Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Natalbany
- No street view available for this location
- New bridges - historical statistics
- 61950-1959
- 41960-1969
- 31970-1979
- 41990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 5.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 15.0%Fair
- Bridge Condition - Superstructure
- 5.0%Very good
- 45.0%Good
- 25.0%Satisfactory
- 20.0%Fair
- 5.0%Poor
- Bridge Condition - Substructure
- 15.0%Very good
- 55.0%Good
- 10.0%Satisfactory
- 5.0%Poor
- 15.0%Serious
- Bridge Condition - Channel
- 5.0%Very good
- 35.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 625300000620306, Location: 0.70 MILES NORTH OF LA. 1 (Lat: 30.554419, Lng: -90.516661), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,708 (year 2020), Average Future Daily Traffic: 1,879 (year 2040), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Stafford Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 625300000620306, Location: 0.70 MILES NORTH OF LA. 1 (Lat: 30.554419, Lng: -90.516661), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,708 (year 2020), Average Future Daily Traffic: 1,879 (year 2040), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Stafford Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 625300000620312, Location: ON RANDALL ROAD 0.02 MILE (Lat: 30.540919, Lng: -90.507989), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,933 (year 2020), Average Future Daily Traffic: 2,127 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Randall Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.6 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: 54.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 625300000620312, Location: ON RANDALL ROAD 0.02 MILE (Lat: 30.540919, Lng: -90.507989), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,933 (year 2020), Average Future Daily Traffic: 2,127 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Randall Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.6 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: 54.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 625300000625305, Location: 0.8 Mi. Mi. N. of LA 3234 (Lat: 30.531769, Lng: -90.507939), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,400 (year 2018), Average Future Daily Traffic: 2,038, Design Load: Greater than HL93, Features Intersected: Yellow Water River, Facility Carried by Structure: Randall Rd
Minimum Vertical Clearance: 8.66m (28.41ft), Kilometerpoint: 1.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625300000625305, Location: 0.8 Mi. Mi. N. of LA 3234 (Lat: 30.531769, Lng: -90.507939), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,400 (year 2018), Average Future Daily Traffic: 2,038, Design Load: Greater than HL93, Features Intersected: Yellow Water River, Facility Carried by Structure: Randall Rd
Minimum Vertical Clearance: 8.66m (28.41ft), Kilometerpoint: 1.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625300170406241, Location: 0.88 MI. NORTH OF LA 1064 (Lat: 30.560989, Lng: -90.482500), Route carried "on" structure: US 51, Year Built: 1953, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,880 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625300170406241, Location: 0.88 MI. NORTH OF LA 1064 (Lat: 30.560989, Lng: -90.482500), Route carried "on" structure: US 51, Year Built: 1953, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,880 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625304529020971, Location: I0055 (Lat: 30.562869, Lng: -90.504600), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 4,090 (year 2015), Average Future Daily Traffic: 2,863 (year 2036), Design Load: HS 20, Features Intersected: I-55, Facility Carried by Structure: NEW GENESSEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.775, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-92-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $655,000, Total Project Cost: $982,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529020971, Location: I0055 (Lat: 30.562869, Lng: -90.504600), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 4,090 (year 2015), Average Future Daily Traffic: 2,863 (year 2036), Design Load: HS 20, Features Intersected: I-55, Facility Carried by Structure: NEW GENESSEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.775, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-92-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $655,000, Total Project Cost: $982,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308530801111, Location: LA1064 (Lat: 30.544381, Lng: -90.548200), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 15, Features Intersected: MORAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308530801111, Location: LA1064 (Lat: 30.544381, Lng: -90.548200), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 15, Features Intersected: MORAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308530801821, Location: LA1064 (Lat: 30.544500, Lng: -90.536300), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 15, Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $910,000, Total Project Cost: $1,365,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308530801821, Location: LA1064 (Lat: 30.544500, Lng: -90.536300), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 15, Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $910,000, Total Project Cost: $1,365,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308530803141, Location: LA 1064 (Lat: 30.544700, Lng: -90.514400), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 15, Features Intersected: WEST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.053, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308530803141, Location: LA 1064 (Lat: 30.544700, Lng: -90.514400), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 15, Features Intersected: WEST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.053, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308530803741, Location: LA1064 (Lat: 30.544719, Lng: -90.504300), Route carried "on" structure: State highway 1064, Year Built: 1970, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: HS 20, Features Intersected: LA 1064 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.017, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308530803741, Location: LA1064 (Lat: 30.544719, Lng: -90.504300), Route carried "on" structure: State highway 1064, Year Built: 1970, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: HS 20, Features Intersected: LA 1064 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.017, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308530900361, Location: LA1064 (Lat: 30.545839, Lng: -90.476700), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,460 (year 2036), Design Load: H 15, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308530900361, Location: LA1064 (Lat: 30.545839, Lng: -90.476700), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,460 (year 2036), Design Load: H 15, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308530901941, Location: 0.66 MI. EAST OF LA 1065 (Lat: 30.548519, Lng: -90.450800), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,460 (year 2036), Design Load: H 15, Features Intersected: EAST PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625308530901941, Location: 0.66 MI. EAST OF LA 1065 (Lat: 30.548519, Lng: -90.450800), Route carried "on" structure: State highway 1064, Year Built: 1957, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,460 (year 2036), Design Load: H 15, Features Intersected: EAST PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330313903101, Location: 2.2 NW OF 190 EXIT ON 55 (Lat: 30.522381, Lng: -90.516631), Route carried "on" structure: County highway , Year Built: 2000, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,000 (year 2016), Average Future Daily Traffic: 1,400 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Rufus Bankston Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.0 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: 14.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other
Structure Number: 625330313903101, Location: 2.2 NW OF 190 EXIT ON 55 (Lat: 30.522381, Lng: -90.516631), Route carried "on" structure: County highway , Year Built: 2000, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,000 (year 2016), Average Future Daily Traffic: 1,400 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Rufus Bankston Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.0 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: 14.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other
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Structure Number: 625330316903101, Location: 1.0 MI N/W JCT I55&3234 (Lat: 30.524039, Lng: -90.515631), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 14 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Quick Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 52.5 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: 40.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other
Structure Number: 625330316903101, Location: 1.0 MI N/W JCT I55&3234 (Lat: 30.524039, Lng: -90.515631), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 14 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Quick Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 52.5 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: 40.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other
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Structure Number: 625330320902881, Location: 0.15M E OF US51/WOODSTONE (Lat: 30.526011, Lng: -90.480239), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 418 (year 2020), Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Woodstone Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $302,000, Total Project Cost: $453,000 ( Estimate for 2016), Deck Structure Type: Open Grating
Structure Number: 625330320902881, Location: 0.15M E OF US51/WOODSTONE (Lat: 30.526011, Lng: -90.480239), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 418 (year 2020), Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Woodstone Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $302,000, Total Project Cost: $453,000 ( Estimate for 2016), Deck Structure Type: Open Grating
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Structure Number: 625330321903051, Location: 3.7 MI NW OF RT 190 (Lat: 30.535911, Lng: -90.507911), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,110 (year 2020), Average Future Daily Traffic: 2,321 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Randall Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $149,000, Total Project Cost: $223,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330321903051, Location: 3.7 MI NW OF RT 190 (Lat: 30.535911, Lng: -90.507911), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,110 (year 2020), Average Future Daily Traffic: 2,321 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Randall Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $149,000, Total Project Cost: $223,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330335903281, Location: 4 MI SW OF 442 EXIT (Lat: 30.559111, Lng: -90.547031), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 204 (year 2020), Average Future Daily Traffic: 225 (year 2040), Design Load: H 10, Features Intersected: MORAN BRANCH, Facility Carried by Structure: Sibley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Serious, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber
Structure Number: 625330335903281, Location: 4 MI SW OF 442 EXIT (Lat: 30.559111, Lng: -90.547031), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 204 (year 2020), Average Future Daily Traffic: 225 (year 2040), Design Load: H 10, Features Intersected: MORAN BRANCH, Facility Carried by Structure: Sibley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Serious, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber
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Structure Number: 625330336902881, Location: 2.4M SE OF EXIT 442 (Lat: 30.559439, Lng: -90.481269), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 557 (year 2020), Average Future Daily Traffic: 613 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Old Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $209,000, Total Project Cost: $313,000 ( Estimate for 2016), Deck Structure Type: Steel plate
Structure Number: 625330336902881, Location: 2.4M SE OF EXIT 442 (Lat: 30.559439, Lng: -90.481269), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 557 (year 2020), Average Future Daily Traffic: 613 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Old Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $209,000, Total Project Cost: $313,000 ( Estimate for 2016), Deck Structure Type: Steel plate
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Structure Number: 625330336902971, Location: 3 MI SE OF LA RT 442 (Lat: 30.559219, Lng: -90.492011), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 745 (year 2020), Average Future Daily Traffic: 820 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Old Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330336902971, Location: 3 MI SE OF LA RT 442 (Lat: 30.559219, Lng: -90.492011), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 745 (year 2020), Average Future Daily Traffic: 820 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Old Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330338902811, Location: 3 MI SE OF LA RT 442 (Lat: 30.563069, Lng: -90.467981), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 406 (year 2020), Average Future Daily Traffic: 447 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Old Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330338902811, Location: 3 MI SE OF LA RT 442 (Lat: 30.563069, Lng: -90.467981), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 406 (year 2020), Average Future Daily Traffic: 447 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Old Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330338902911, Location: 2.6 MI SE OF LA 442 (Lat: 30.562961, Lng: -90.483519), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 800 (year 2020), Average Future Daily Traffic: 880 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: New Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330338902911, Location: 2.6 MI SE OF LA 442 (Lat: 30.562961, Lng: -90.483519), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 800 (year 2020), Average Future Daily Traffic: 880 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: New Genessee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330339902701, Location: 1.2MI SJCT LA442/RIDGE/RD (Lat: 30.566650, Lng: -90.452381), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK, Facility Carried by Structure: Ridgel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: 41.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $121,000, Total Project Cost: $181,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625330339902701, Location: 1.2MI SJCT LA442/RIDGE/RD (Lat: 30.566650, Lng: -90.452381), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK, Facility Carried by Structure: Ridgel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: 41.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $121,000, Total Project Cost: $181,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625330342902721, Location: 1.0MI SO/JCTLA442WISKEYLN (Lat: 30.570219, Lng: -90.452889), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 750 (year 2016), Average Future Daily Traffic: 525 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK BR., Facility Carried by Structure: Whiskey Ln Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $138,000, Total Project Cost: $207,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625330342902721, Location: 1.0MI SO/JCTLA442WISKEYLN (Lat: 30.570219, Lng: -90.452889), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 750 (year 2016), Average Future Daily Traffic: 525 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK BR., Facility Carried by Structure: Whiskey Ln Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $138,000, Total Project Cost: $207,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529020971, Location: 2.9 MI N OF LA 3234 (Lat: 30.562911, Lng: -90.504339), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 SB UNDER NEW GENESS
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 49.228, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625304529020971, Location: 2.9 MI N OF LA 3234 (Lat: 30.562911, Lng: -90.504339), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 SB UNDER NEW GENESS
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 49.228, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625304529020971, Location: 2.9 MI N OF LA 3234 (Lat: 30.562839, Lng: -90.504050), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 NB UNDER NEW GENESS
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 33.774, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625304529020971, Location: 2.9 MI N OF LA 3234 (Lat: 30.562839, Lng: -90.504050), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 NB UNDER NEW GENESS
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 33.774, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625308530803741, Location: 1.7 MI N OF LA 3234 (Lat: 30.544669, Lng: -90.503861), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 NB UNDER LA 1064
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 31.759, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625308530803741, Location: 1.7 MI N OF LA 3234 (Lat: 30.544669, Lng: -90.503861), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 NB UNDER LA 1064
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 31.759, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625308530803741, Location: 1.7 MI N OF LA 3234 (Lat: 30.544761, Lng: -90.504131), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 SB UNDER LA 1064
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 51.240, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625308530803741, Location: 1.7 MI N OF LA 3234 (Lat: 30.544761, Lng: -90.504131), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 40,900 (year 2014), Features Intersected: I-55 SB UNDER LA 1064
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 51.240, Lanes on structure: 2, Length of Maximum Span: 0.0m