Bridge Statistics for Denham Springs, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 1,299ft / 396mTotal length
- $2,639,000Total costs
- 706,910Total average daily traffic
- 45,815Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Denham Springs
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 51970-1979
- 41980-1989
- 32000-2009
- 52010-2019
- 22020-2022
- Bridge Condition - Deck
- 4.5%Excellent
- 22.7%Very good
- 40.9%Good
- 27.3%Satisfactory
- 4.5%Fair
- Bridge Condition - Superstructure
- 4.5%Excellent
- 27.3%Very good
- 31.8%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 4.5%Excellent
- 13.6%Very good
- 45.5%Good
- 9.1%Satisfactory
- 13.6%Fair
- 13.6%Poor
- Bridge Condition - Channel
- 20.8%Very good
- 41.7%Good
- 33.3%Satisfactory
- 4.2%Fair
- Bridge Condition - Culverts
- 33.3%Excellent
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 623200000000096, Location: 0.05 Mi. E of LA 16 (Lat: 30.418981, Lng: -90.916811), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 165 (year 2039), Design Load: Greater than HL93, Features Intersected: Grays Creek, Facility Carried by Structure: Whittington Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 6 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: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 44.1 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: Superior to present desirable criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623200000000096, Location: 0.05 Mi. E of LA 16 (Lat: 30.418981, Lng: -90.916811), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 165 (year 2039), Design Load: Greater than HL93, Features Intersected: Grays Creek, Facility Carried by Structure: Whittington Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 6 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: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 44.1 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: Superior to present desirable criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623200000101009, Location: 0.60 MILES WEST OF LA.102 (Lat: 30.444650, Lng: -90.925050), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 34%, Average Future Daily Traffic: 1,548 (year 2036), Design Load: HS 20, Features Intersected: GRAY'S CREEK, Facility Carried by Structure: Wax Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 31 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: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 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: 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623200000101009, Location: 0.60 MILES WEST OF LA.102 (Lat: 30.444650, Lng: -90.925050), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 34%, Average Future Daily Traffic: 1,548 (year 2036), Design Load: HS 20, Features Intersected: GRAY'S CREEK, Facility Carried by Structure: Wax Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 31 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: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 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: 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623200000620251, Location: 3 MILES WEST OF LA 1032 (Lat: 30.463761, Lng: -90.982519), Route carried "on" structure: US 190, Year Built: 2009, Status: Open, Structure Length: 88.39m (289.99ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 17,630 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.831, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623200000620251, Location: 3 MILES WEST OF LA 1032 (Lat: 30.463761, Lng: -90.982519), Route carried "on" structure: US 190, Year Built: 2009, Status: Open, Structure Length: 88.39m (289.99ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 17,630 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.831, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 623200000620261, Location: 3 MILES WEST OF LA 1032 (Lat: 30.465250, Lng: -90.991469), Route carried "on" structure: US 190, Year Built: 2010, Status: Open, Structure Length: 88.39m (289.99ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 17,630 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623200000620261, Location: 3 MILES WEST OF LA 1032 (Lat: 30.465250, Lng: -90.991469), Route carried "on" structure: US 190, Year Built: 2010, Status: Open, Structure Length: 88.39m (289.99ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 17,630 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 623200000620267, Location: 2.0 MILES WEST OF LA 3002 (Lat: 30.447181, Lng: -90.987339), Route carried "on" structure: Interstate 12, Year Built: 2012, Status: Open, Structure Length: 79.71m (261.52ft), Average Daily Traffic: 55,700 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 93,396 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 94.2m (309.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.9 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623200000620267, Location: 2.0 MILES WEST OF LA 3002 (Lat: 30.447181, Lng: -90.987339), Route carried "on" structure: Interstate 12, Year Built: 2012, Status: Open, Structure Length: 79.71m (261.52ft), Average Daily Traffic: 55,700 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 93,396 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 94.2m (309.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.9 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 623200000620268, Location: 2 MILES WEST OF LA 3002 (Lat: 30.449411, Lng: -90.979450), Route carried "on" structure: Interstate 12, Year Built: 2011, Status: Open, Structure Length: 79.71m (261.52ft), Average Daily Traffic: 55,700 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 93,396 (year 2036), Design Load: HL 93, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.753, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 454-02-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 94.2m (309.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.9 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623200000620268, Location: 2 MILES WEST OF LA 3002 (Lat: 30.449411, Lng: -90.979450), Route carried "on" structure: Interstate 12, Year Built: 2011, Status: Open, Structure Length: 79.71m (261.52ft), Average Daily Traffic: 55,700 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 93,396 (year 2036), Design Load: HL 93, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.753, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 454-02-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 94.2m (309.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.9 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 623200000620357, Location: 0.20 mi. east of LA 1026 (Lat: 30.505150, Lng: -90.921639), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,311 (year 2005), Average Future Daily Traffic: 1,442 (year 2025), Design Load: HS 20, Features Intersected: Canal, Facility Carried by Structure: Dunn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber
Structure Number: 623200000620357, Location: 0.20 mi. east of LA 1026 (Lat: 30.505150, Lng: -90.921639), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,311 (year 2005), Average Future Daily Traffic: 1,442 (year 2025), Design Load: HS 20, Features Intersected: Canal, Facility Carried by Structure: Dunn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber
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Structure Number: 623200000620373, Location: 0.1 MI. N. of LA 1026 (Lat: 30.509219, Lng: -90.935361), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,615 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 5,372 (year 2039), Design Load: Greater than HL93, Features Intersected: Canal, Facility Carried by Structure: Linder Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 40.2 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: 31.1 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 623200000620373, Location: 0.1 MI. N. of LA 1026 (Lat: 30.509219, Lng: -90.935361), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,615 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 5,372 (year 2039), Design Load: Greater than HL93, Features Intersected: Canal, Facility Carried by Structure: Linder Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 40.2 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: 31.1 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 623200130603731, Location: 0.2 M E OF LA 16 (Lat: 30.484250, Lng: -90.939600), Route carried "on" structure: US 190, Year Built: 1956, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 17,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 15,136 (year 2036), Design Load: HS 20, Features Intersected: GREYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 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 2020, 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: 623200130603731, Location: 0.2 M E OF LA 16 (Lat: 30.484250, Lng: -90.939600), Route carried "on" structure: US 190, Year Built: 1956, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 17,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 15,136 (year 2036), Design Load: HS 20, Features Intersected: GREYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 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 2020, 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: 623200130604891, Location: 1.3 M E OF LA 16 (Lat: 30.482719, Lng: -90.921000), Route carried "on" structure: US 190, Year Built: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 17,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 15,136 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.800, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623200130604891, Location: 1.3 M E OF LA 16 (Lat: 30.482719, Lng: -90.921000), Route carried "on" structure: US 190, Year Built: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 17,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 15,136 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.800, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623202620108411, Location: 1.0 M SE OF LA 1026 (Lat: 30.411661, Lng: -90.915100), Route carried "on" structure: State highway 16, Year Built: 1979, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,246 (year 2036), Design Load: HS 20, Features Intersected: GRAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.404, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623202620108411, Location: 1.0 M SE OF LA 1026 (Lat: 30.411661, Lng: -90.915100), Route carried "on" structure: State highway 16, Year Built: 1979, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,246 (year 2036), Design Load: HS 20, Features Intersected: GRAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.404, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623204150102211, Location: LA0040 (Lat: 30.643150, Lng: -90.583700), Route carried "on" structure: State highway 40, Year Built: 1960, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,376 (year 2036), Design Load: HS 20, Features Intersected: L NATALBANY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623204150102211, Location: LA0040 (Lat: 30.643150, Lng: -90.583700), Route carried "on" structure: State highway 40, Year Built: 1960, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,376 (year 2036), Design Load: HS 20, Features Intersected: L NATALBANY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623204540205681, Location: I0012 (Lat: 30.466161, Lng: -90.895200), Route carried "on" structure: Interstate 12, Year Built: 1970, Year Reconstructed: 2013, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 32,350 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 32,714 (year 2036), Design Load: HS 20, Features Intersected: WEST COLYELL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.122, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623204540205681, Location: I0012 (Lat: 30.466161, Lng: -90.895200), Route carried "on" structure: Interstate 12, Year Built: 1970, Year Reconstructed: 2013, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 32,350 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 32,714 (year 2036), Design Load: HS 20, Features Intersected: WEST COLYELL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.122, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 623208320101211, Location: 1.1 M N OF LA 442 (Lat: 30.576711, Lng: -90.700300), Route carried "on" structure: State highway 1036, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 455 (year 2036), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208320101211, Location: 1.1 M N OF LA 442 (Lat: 30.576711, Lng: -90.700300), Route carried "on" structure: State highway 1036, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 455 (year 2036), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623208321300761, Location: 0.5 M NE OF LA 16 (Lat: 30.432319, Lng: -90.919200), Route carried "on" structure: State highway 1026, Year Built: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 9,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,826 (year 2036), Design Load: HS 20, Features Intersected: MILLERS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623208321300761, Location: 0.5 M NE OF LA 16 (Lat: 30.432319, Lng: -90.919200), Route carried "on" structure: State highway 1026, Year Built: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 9,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,826 (year 2036), Design Load: HS 20, Features Intersected: MILLERS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: 623208321301071, Location: LA1026 (Lat: 30.435981, Lng: -90.916500), Route carried "on" structure: State highway 1026, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,826 (year 2036), Design Load: HS 20, Features Intersected: GRAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623208321301071, Location: LA1026 (Lat: 30.435981, Lng: -90.916500), Route carried "on" structure: State highway 1026, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,826 (year 2036), Design Load: HS 20, Features Intersected: GRAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: 623208321303071, Location: 1.8 M E OF LA 16 (Lat: 30.464019, Lng: -90.917400), Route carried "on" structure: State highway 1026, Year Built: 2006, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 9,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,826 (year 2036), Design Load: HS 20, Features Intersected: LA 1026 OVER INTERSTATE1
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.991, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 28.2m (92.5ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 38.2 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: 29.5 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623208321303071, Location: 1.8 M E OF LA 16 (Lat: 30.464019, Lng: -90.917400), Route carried "on" structure: State highway 1026, Year Built: 2006, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 9,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,826 (year 2036), Design Load: HS 20, Features Intersected: LA 1026 OVER INTERSTATE1
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.991, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 28.2m (92.5ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 38.2 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: 29.5 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 623208322903301, Location: LA1025 (Lat: 30.538169, Lng: -90.904900), Route carried "on" structure: State highway 1025, Year Built: 1963, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,418 (year 2036), Design Load: HS 20, Features Intersected: WEST COLYELL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.312, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present desirable 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: April 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623208322903301, Location: LA1025 (Lat: 30.538169, Lng: -90.904900), Route carried "on" structure: State highway 1025, Year Built: 1963, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,418 (year 2036), Design Load: HS 20, Features Intersected: WEST COLYELL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.312, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present desirable 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: April 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623230261905721, Location: PLANTATION ESTATES (Lat: 30.431139, Lng: -90.948631), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 1988), Average Future Daily Traffic: 172 (year 2036), Design Load: HS 20, Features Intersected: ALLEN BAYOU, Facility Carried by Structure: Kings Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.9 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: 13.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 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: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623230261905721, Location: PLANTATION ESTATES (Lat: 30.431139, Lng: -90.948631), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 1988), Average Future Daily Traffic: 172 (year 2036), Design Load: HS 20, Features Intersected: ALLEN BAYOU, Facility Carried by Structure: Kings Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.9 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: 13.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 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: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623230267905421, Location: 1.5MI S OF US 190-LA 1026 (Lat: 30.444589, Lng: -90.901831), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 1980), Average Future Daily Traffic: 258 (year 2036), Design Load: H 15, Features Intersected: CREEK BRIDGE, Facility Carried by Structure: John L. Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 7 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Deck Structure Type: Wood or Timber
Structure Number: 623230267905421, Location: 1.5MI S OF US 190-LA 1026 (Lat: 30.444589, Lng: -90.901831), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 1980), Average Future Daily Traffic: 258 (year 2036), Design Load: H 15, Features Intersected: CREEK BRIDGE, Facility Carried by Structure: John L. Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 7 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Deck Structure Type: Wood or Timber
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Structure Number: 623230267905651, Location: 0.85 MI S OF I12 ON LA 16 (Lat: 30.445150, Lng: -90.943761), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 430 (year 2036), Design Load: HS 20, Features Intersected: MILLERS CANAL, Facility Carried by Structure: Shadow Spring Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.9 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: 13.3 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: 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 623230267905651, Location: 0.85 MI S OF I12 ON LA 16 (Lat: 30.445150, Lng: -90.943761), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 430 (year 2036), Design Load: HS 20, Features Intersected: MILLERS CANAL, Facility Carried by Structure: Shadow Spring Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.9 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: 13.3 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: 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 623230272905651, Location: 0.55 MI S OF I12 ON LA 16 (Lat: 30.450269, Lng: -90.943911), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 1980), Average Future Daily Traffic: 430 (year 2036), Design Load: HS 20, Features Intersected: MILLERS CANAL, Facility Carried by Structure: Clearwater Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.6 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: 18.8 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: Meets minimum limits, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 623230272905651, Location: 0.55 MI S OF I12 ON LA 16 (Lat: 30.450269, Lng: -90.943911), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 1980), Average Future Daily Traffic: 430 (year 2036), Design Load: HS 20, Features Intersected: MILLERS CANAL, Facility Carried by Structure: Clearwater Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.6 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: 18.8 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: Meets minimum limits, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 623230273905591, Location: 1.0 M W of LA 1026 (Lat: 30.456439, Lng: -90.931550), Route carried "on" structure: County highway , Year Built: 2007, Status: Closed, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 688 (year 2036), Design Load: H 15, Features Intersected: GRAYS CREEK, Facility Carried by Structure: Forrest Dellatte
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623230273905591, Location: 1.0 M W of LA 1026 (Lat: 30.456439, Lng: -90.931550), Route carried "on" structure: County highway , Year Built: 2007, Status: Closed, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 688 (year 2036), Design Load: H 15, Features Intersected: GRAYS CREEK, Facility Carried by Structure: Forrest Dellatte
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623230274905531, Location: 1.3 MI SE JCT LA16 & I-12 (Lat: 30.457511, Lng: -90.925169), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 490 (year 1989), Average Future Daily Traffic: 421 (year 2036), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Forrest Dellatte
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 80.0 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $92,000, Total Project Cost: $138,000 ( Estimate for 2016)
Structure Number: 623230274905531, Location: 1.3 MI SE JCT LA16 & I-12 (Lat: 30.457511, Lng: -90.925169), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 490 (year 1989), Average Future Daily Traffic: 421 (year 2036), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Forrest Dellatte
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 80.0 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $92,000, Total Project Cost: $138,000 ( Estimate for 2016)
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Structure Number: 623230300905571, Location: GENE BUCKNEL AVE,W LA1026 (Lat: 30.502731, Lng: -90.929069), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 1980), Average Future Daily Traffic: 430 (year 2036), Design Load: HS 20, Features Intersected: GRAYS CREEK, Facility Carried by Structure: Gene Bucnel 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.6 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: 19.1 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: Better than present minimum 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), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 623230300905571, Location: GENE BUCKNEL AVE,W LA1026 (Lat: 30.502731, Lng: -90.929069), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 1980), Average Future Daily Traffic: 430 (year 2036), Design Load: HS 20, Features Intersected: GRAYS CREEK, Facility Carried by Structure: Gene Bucnel 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.6 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: 19.1 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: Better than present minimum 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), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 623202620112391, Location: 0.5 MI E of LA 3002 (Lat: 30.457500, Lng: -90.946931), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 74,532 (year 2016), Features Intersected: I-12 WB Under LA 16
Minimum Vertical Clearance: 5.14m (16.86ft), Kilometerpoint: 37.504, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 623202620112391, Location: 0.5 MI E of LA 3002 (Lat: 30.457500, Lng: -90.946931), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 74,532 (year 2016), Features Intersected: I-12 WB Under LA 16
Minimum Vertical Clearance: 5.14m (16.86ft), Kilometerpoint: 37.504, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 623202620112391, Location: 0.5 MI E of LA 3002 (Lat: 30.457269, Lng: -90.946919), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 74,532 (year 2016), Features Intersected: I-12 EB Under LA 16
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 4.031, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 623202620112391, Location: 0.5 MI E of LA 3002 (Lat: 30.457269, Lng: -90.946919), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 74,532 (year 2016), Features Intersected: I-12 EB Under LA 16
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 4.031, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 623204540201081, Location: 1.0 MI E of Parish Line (Lat: 30.451481, Lng: -90.969689), Route carried "under" structure: State highway 1032, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2016), Features Intersected: LA 1032 Under I-12 EB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 15.054, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540201081, Location: 1.0 MI E of Parish Line (Lat: 30.451481, Lng: -90.969689), Route carried "under" structure: State highway 1032, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2016), Features Intersected: LA 1032 Under I-12 EB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 15.054, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 623204540201082, Location: 1.0 MI E of Parish Line (Lat: 30.451861, Lng: -90.969700), Route carried "under" structure: State highway 1032, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2016), Features Intersected: LA 1032 Under I-12 WB
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 15.096, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540201082, Location: 1.0 MI E of Parish Line (Lat: 30.451861, Lng: -90.969700), Route carried "under" structure: State highway 1032, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2016), Features Intersected: LA 1032 Under I-12 WB
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 15.096, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 623204540201901, Location: 0.7 MI S of LA 3003 (Lat: 30.454931, Lng: -90.956561), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 SB Under I-12 EB
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 2.953, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540201901, Location: 0.7 MI S of LA 3003 (Lat: 30.454931, Lng: -90.956561), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 SB Under I-12 EB
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 2.953, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 623204540201901, Location: 0.1 MI S of LA 3003 (Lat: 30.454789, Lng: -90.956419), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 NB Under I-12 EB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 1.001, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540201901, Location: 0.1 MI S of LA 3003 (Lat: 30.454789, Lng: -90.956419), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 NB Under I-12 EB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 1.001, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 623204540201902, Location: 0.1 MI S of LA 3003 (Lat: 30.455139, Lng: -90.956561), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 SB Under I-12 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 2.929, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540201902, Location: 0.1 MI S of LA 3003 (Lat: 30.455139, Lng: -90.956561), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 SB Under I-12 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 2.929, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 623204540201902, Location: 0.1 MI S of LA 3003 (Lat: 30.454969, Lng: -90.956419), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 NB Under I-12 WB
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 1.022, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540201902, Location: 0.1 MI S of LA 3003 (Lat: 30.454969, Lng: -90.956419), Route carried "under" structure: State highway 3002, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2016), Features Intersected: LA 3002 NB Under I-12 WB
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 1.022, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 623208321303071, Location: 2.4 MI E of LA 3002 (Lat: 30.464411, Lng: -90.917769), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 63,400 (year 2016), Features Intersected: I-12 EB Under LA 1026
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 6.943, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 623208321303071, Location: 2.4 MI E of LA 3002 (Lat: 30.464411, Lng: -90.917769), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 63,400 (year 2016), Features Intersected: I-12 EB Under LA 1026
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 6.943, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 623208321303071, Location: 2.4 MI E of LA 3002 (Lat: 30.464700, Lng: -90.917531), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 63,400 (year 2016), Features Intersected: I-12 WB Under LA 1026
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 34.569, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 623208321303071, Location: 2.4 MI E of LA 3002 (Lat: 30.464700, Lng: -90.917531), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 63,400 (year 2016), Features Intersected: I-12 WB Under LA 1026
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 34.569, Lanes on structure: 3, Length of Maximum Span: 0.0m