Bridge Statistics for Livingston, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 315ft / 96.3mTotal length
- $5,143,000Total costs
- 307,070Total average daily traffic
- 29,933Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Livingston
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21950-1959
- 91960-1969
- 11970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 37.5%Satisfactory
- 6.3%Poor
- 6.3%Imminent failure
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 18.8%Fair
- 6.3%Imminent failure
- Bridge Condition - Substructure
- 18.8%Very good
- 31.3%Good
- 31.3%Satisfactory
- 18.8%Fair
- Bridge Condition - Channel
- 5.3%Very good
- 26.3%Good
- 47.4%Satisfactory
- 21.1%Fair
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
Find on map >> Show street view
Structure Number: 623200000620278, Location: 3 MILES EAST OF LA63 (Lat: 30.503561, Lng: -90.698600), Route carried "on" structure: US 190, Year Built: 1955, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.781, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.6 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: 27.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623200000620278, Location: 3 MILES EAST OF LA63 (Lat: 30.503561, Lng: -90.698600), Route carried "on" structure: US 190, Year Built: 1955, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.781, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.6 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: 27.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623200000620367, Location: 0.75 mi. south of LA 442 (Lat: 30.549500, Lng: -90.706500), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 300 (year 2018), Average Future Daily Traffic: 330 (year 2038), Design Load: HL 93, Features Intersected: Mars Branch, Facility Carried by Structure: John Barber Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 623200000620367, Location: 0.75 mi. south of LA 442 (Lat: 30.549500, Lng: -90.706500), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 300 (year 2018), Average Future Daily Traffic: 330 (year 2038), Design Load: HL 93, Features Intersected: Mars Branch, Facility Carried by Structure: John Barber Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 623200130614231, Location: 1.0 M W OF LA 63 (Lat: 30.503111, Lng: -90.769500), Route carried "on" structure: US 190, Year Built: 1953, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 8,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 6,966 (year 2036), Design Load: H 15, Features Intersected: COYELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $288,000, Total Project Cost: $432,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623200130614231, Location: 1.0 M W OF LA 63 (Lat: 30.503111, Lng: -90.769500), Route carried "on" structure: US 190, Year Built: 1953, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 8,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 6,966 (year 2036), Design Load: H 15, Features Intersected: COYELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $288,000, Total Project Cost: $432,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 623200130701901, Location: 2.7 M W OF LA 441 (Lat: 30.503489, Lng: -90.717100), Route carried "on" structure: US 190, Year Built: 1932, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: BIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.0 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: 28.2 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $304,000, Total Project Cost: $456,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623200130701901, Location: 2.7 M W OF LA 441 (Lat: 30.503489, Lng: -90.717100), Route carried "on" structure: US 190, Year Built: 1932, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: BIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.0 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: 28.2 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $304,000, Total Project Cost: $456,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 623200130702521, Location: US0190 (Lat: 30.503531, Lng: -90.706300), Route carried "on" structure: US 190, Year Built: 1932, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.043, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623200130702521, Location: US0190 (Lat: 30.503531, Lng: -90.706300), Route carried "on" structure: US 190, Year Built: 1932, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.043, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 13-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 623202600200001, Location: 0.1 M S OF LA 16 (Lat: 30.331719, Lng: -90.852561), Route carried "on" structure: State highway 42, Year Built: 1963, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 16,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 13,674 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER @ P'VINCENT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 60.4m (198.2ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623202600200001, Location: 0.1 M S OF LA 16 (Lat: 30.331719, Lng: -90.852561), Route carried "on" structure: State highway 42, Year Built: 1963, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 16,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 13,674 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER @ P'VINCENT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 60.4m (198.2ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623202690102441, Location: LA0442 (Lat: 30.560889, Lng: -90.719400), Route carried "on" structure: State highway 442, Year Built: 1968, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 870 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 756 (year 2036), Design Load: HS 20, Features Intersected: W HOG BRANCH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623202690102441, Location: LA0442 (Lat: 30.560889, Lng: -90.719400), Route carried "on" structure: State highway 442, Year Built: 1968, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 870 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 756 (year 2036), Design Load: HS 20, Features Intersected: W HOG BRANCH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623202720204331, Location: LA0063 (Lat: 30.473931, Lng: -90.747900), Route carried "on" structure: State highway 63, Year Built: 1969, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 10,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 9,202 (year 2036), Design Load: HS 20, Features Intersected: LA 63 OVER I-12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.980, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623202720204331, Location: LA0063 (Lat: 30.473931, Lng: -90.747900), Route carried "on" structure: State highway 63, Year Built: 1969, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 10,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 9,202 (year 2036), Design Load: HS 20, Features Intersected: LA 63 OVER I-12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.980, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623204540213761, Location: 0.5 M W OF LA 63 (Lat: 30.474031, Lng: -90.760200), Route carried "on" structure: Interstate 12, Year Built: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 51,300 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 44,118 (year 2036), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.145, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, 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, 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
Structure Number: 623204540213761, Location: 0.5 M W OF LA 63 (Lat: 30.474031, Lng: -90.760200), Route carried "on" structure: Interstate 12, Year Built: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 51,300 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 44,118 (year 2036), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.145, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, 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, 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
Find on map >> Show street view
Structure Number: 623204540215941, Location: 1.2 M E OF LA 63 (Lat: 30.474581, Lng: -90.723300), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 4,360 (year 2015), Average Future Daily Traffic: 3,749 (year 2036), Design Load: HS 20, Features Intersected: I-12, Facility Carried by Structure: RED OAK ROAD (LOC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.656, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.37m (37.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $969,000, Total Project Cost: $1,453,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623204540215941, Location: 1.2 M E OF LA 63 (Lat: 30.474581, Lng: -90.723300), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 4,360 (year 2015), Average Future Daily Traffic: 3,749 (year 2036), Design Load: HS 20, Features Intersected: I-12, Facility Carried by Structure: RED OAK ROAD (LOC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.656, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.37m (37.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $969,000, Total Project Cost: $1,453,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623204540217221, Location: I0012 (Lat: 30.475581, Lng: -90.702300), Route carried "on" structure: Interstate 12, Year Built: 1969, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 22,000 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,497 (year 2036), Design Load: HS 20, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.708, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $863,000, Total Project Cost: $1,294,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623204540217221, Location: I0012 (Lat: 30.475581, Lng: -90.702300), Route carried "on" structure: Interstate 12, Year Built: 1969, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 22,000 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,497 (year 2036), Design Load: HS 20, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.708, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 454-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $863,000, Total Project Cost: $1,294,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623204540217222, Location: I0012 (Lat: 30.475800, Lng: -90.701400), Route carried "on" structure: Interstate 12, Year Built: 1969, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 22,000 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,497 (year 2036), Design Load: HS 20, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.752, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 454-02-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $863,000, Total Project Cost: $1,294,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623204540217222, Location: I0012 (Lat: 30.475800, Lng: -90.701400), Route carried "on" structure: Interstate 12, Year Built: 1969, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 22,000 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,497 (year 2036), Design Load: HS 20, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.752, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 454-02-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $863,000, Total Project Cost: $1,294,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623208320800741, Location: 0.6 M NW OF LA 441 (Lat: 30.520119, Lng: -90.681500), Route carried "on" structure: State highway 1036, Year Built: 1967, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 610 (year 2036), Design Load: H 10, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208320800741, Location: 0.6 M NW OF LA 441 (Lat: 30.520119, Lng: -90.681500), Route carried "on" structure: State highway 1036, Year Built: 1967, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 610 (year 2036), Design Load: H 10, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 623208320801411, Location: LA1036 (Lat: 30.521239, Lng: -90.690400), Route carried "on" structure: State highway 1036, Year Built: 1973, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 610 (year 2036), Design Load: HS 20, Features Intersected: TICKFAW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208320801411, Location: LA1036 (Lat: 30.521239, Lng: -90.690400), Route carried "on" structure: State highway 1036, Year Built: 1973, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 610 (year 2036), Design Load: HS 20, Features Intersected: TICKFAW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 623208320802931, Location: 1.4 M S OF LA 442 (Lat: 30.537489, Lng: -90.691900), Route carried "on" structure: State highway 1036, Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 610 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623208320802931, Location: 1.4 M S OF LA 442 (Lat: 30.537489, Lng: -90.691900), Route carried "on" structure: State highway 1036, Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 680 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 610 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623230256904511, Location: 3 MI S. OF 63 EXIT (Lat: 30.428669, Lng: -90.750219), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 210 (year 1981), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: LITTLE COLYELL CREEK, Facility Carried by Structure: Perrilloux Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 623230256904511, Location: 3 MI S. OF 63 EXIT (Lat: 30.428669, Lng: -90.750219), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 210 (year 1981), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: LITTLE COLYELL CREEK, Facility Carried by Structure: Perrilloux Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 623230296904511, Location: 2 MI. NW OF LA 63 (Lat: 30.491181, Lng: -90.752961), Route carried "on" structure: County highway , Year Built: 1998, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 300 (year 1998), Average Future Daily Traffic: 258 (year 2036), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: S. Range Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623230296904511, Location: 2 MI. NW OF LA 63 (Lat: 30.491181, Lng: -90.752961), Route carried "on" structure: County highway , Year Built: 1998, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 300 (year 1998), Average Future Daily Traffic: 258 (year 2036), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: S. Range Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 623230297904621, Location: 5 SO OF 190 @ SATSUMA RD (Lat: 30.496119, Lng: -90.772481), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 440 (year 2016), Average Future Daily Traffic: 378 (year 2036), Design Load: HS 20, Features Intersected: COLYELL CREEK BRIDGE, Facility Carried by Structure: McLIN Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623230297904621, Location: 5 SO OF 190 @ SATSUMA RD (Lat: 30.496119, Lng: -90.772481), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 440 (year 2016), Average Future Daily Traffic: 378 (year 2036), Design Load: HS 20, Features Intersected: COLYELL CREEK BRIDGE, Facility Carried by Structure: McLIN Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623230304904331, Location: 3.0 MI N/E OF LA 63 EXIT (Lat: 30.507589, Lng: -90.721969), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 750 (year 1998), Average Future Daily Traffic: 645 (year 2036), Design Load: HS 20, Features Intersected: BIG BRANCH, Facility Carried by Structure: N. Doyle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623230304904331, Location: 3.0 MI N/E OF LA 63 EXIT (Lat: 30.507589, Lng: -90.721969), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 750 (year 1998), Average Future Daily Traffic: 645 (year 2036), Design Load: HS 20, Features Intersected: BIG BRANCH, Facility Carried by Structure: N. Doyle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 623230311904271, Location: 4.5 MILES NE OF LA 63 EXI (Lat: 30.519161, Lng: -90.712311), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 250 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 215 (year 2036), Design Load: HS 20, Features Intersected: HOG BRANCH, Facility Carried by Structure: Charles Holden Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623230311904271, Location: 4.5 MILES NE OF LA 63 EXI (Lat: 30.519161, Lng: -90.712311), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 250 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 215 (year 2036), Design Load: HS 20, Features Intersected: HOG BRANCH, Facility Carried by Structure: Charles Holden Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 623230314904541, Location: 3.06 MI EAST OF 1024 (Lat: 30.522781, Lng: -90.755781), Route carried "on" structure: County highway , Year Built: 1986, Status: Closed, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 150 (year 1985), Average Future Daily Traffic: 129 (year 2036), Design Load: H 10, Features Intersected: COLYELL CREEK, Facility Carried by Structure: Lod Stafford Rd
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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Imminent failure, Superstructure: Imminent failure, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2021, Bridge Improvement Cost: $143,000, Total Project Cost: $214,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623230314904541, Location: 3.06 MI EAST OF 1024 (Lat: 30.522781, Lng: -90.755781), Route carried "on" structure: County highway , Year Built: 1986, Status: Closed, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 150 (year 1985), Average Future Daily Traffic: 129 (year 2036), Design Load: H 10, Features Intersected: COLYELL CREEK, Facility Carried by Structure: Lod Stafford Rd
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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Imminent failure, Superstructure: Imminent failure, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2021, Bridge Improvement Cost: $143,000, Total Project Cost: $214,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 623202720204331, Location: 6.8 MI E of LA 447 (Lat: 30.474139, Lng: -90.747931), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 51,300 (year 2014), Features Intersected: I-12 EB under LA 63
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 23.321, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623202720204331, Location: 6.8 MI E of LA 447 (Lat: 30.474139, Lng: -90.747931), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 51,300 (year 2014), Features Intersected: I-12 EB under LA 63
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 23.321, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 623202720204331, Location: 6.8 MI E of LA 447 (Lat: 30.474419, Lng: -90.747861), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 51,300 (year 2014), Features Intersected: I-12 WB under LA 63
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 18.205, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623202720204331, Location: 6.8 MI E of LA 447 (Lat: 30.474419, Lng: -90.747861), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 51,300 (year 2014), Features Intersected: I-12 WB under LA 63
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 18.205, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 623204540215941, Location: 1.4 MI E of LA 63 (Lat: 30.475019, Lng: -90.723831), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 43,600 (year 2014), Features Intersected: I-12 WB under Red Oak Rd
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 15.895, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540215941, Location: 1.4 MI E of LA 63 (Lat: 30.475019, Lng: -90.723831), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 43,600 (year 2014), Features Intersected: I-12 WB under Red Oak Rd
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 15.895, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 623204540215941, Location: 1.4 MI E of LA 63 (Lat: 30.474781, Lng: -90.723661), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Features Intersected: I-12 EB under Red Oak Rd
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 25.655, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 623204540215941, Location: 1.4 MI E of LA 63 (Lat: 30.474781, Lng: -90.723661), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Features Intersected: I-12 EB under Red Oak Rd
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 25.655, Lanes on structure: 2, Length of Maximum Span: 0.0m