Bridge Statistics for Bayou Blue, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 420ft / 128mTotal length
- $3,954,000Total costs
- 171,917Total average daily traffic
- 18,671Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bayou Blue
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31970-1979
- 91980-1989
- 31990-1999
- 32010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 26.7%Very good
- 46.7%Good
- 26.7%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Serious
- Bridge Condition - Channel
- 22.2%Very good
- 27.8%Good
- 27.8%Satisfactory
- 16.7%Fair
- 5.6%Poor
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Structure Number: 229000000204, Location: 1.2 MILES NORTH OF US 90 (Lat: 29.683400, Lng: -90.751900), Route carried "on" structure: Ramp US 90, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 3,345 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 77.7m (254.9ft)
Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 229000000204, Location: 1.2 MILES NORTH OF US 90 (Lat: 29.683400, Lng: -90.751900), Route carried "on" structure: Ramp US 90, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 3,345 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 77.7m (254.9ft)
Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 22900000020401, Location: 1.2 MILES SOUTH OF US 90 (Lat: 29.681769, Lng: -90.750400), Route carried "on" structure: Ramp US 90, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 3,345 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.818, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 70.7m (232.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 22900000020401, Location: 1.2 MILES SOUTH OF US 90 (Lat: 29.681769, Lng: -90.750400), Route carried "on" structure: Ramp US 90, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 3,345 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.818, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 70.7m (232.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 22900000200818, Location: 1.0 MI. SOUTH OF LA 1 (Lat: 29.735489, Lng: -90.774369), Route carried "on" structure: County highway , Year Built: 2012, Status: Posted for load, Structure Length: 2.29m (7.51ft), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: BURMA 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), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 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: 35.3 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22900000200818, Location: 1.0 MI. SOUTH OF LA 1 (Lat: 29.735489, Lng: -90.774369), Route carried "on" structure: County highway , Year Built: 2012, Status: Posted for load, Structure Length: 2.29m (7.51ft), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: BURMA 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), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 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: 35.3 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22900050600681, Location: .68 MI EAST OF LA 316 (Lat: 29.653019, Lng: -90.681000), Route carried "on" structure: State highway 182, Year Built: 1957, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 17,100 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 25,200 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.061, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $218,000, Total Project Cost: $327,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22900050600681, Location: .68 MI EAST OF LA 316 (Lat: 29.653019, Lng: -90.681000), Route carried "on" structure: State highway 182, Year Built: 1957, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 17,100 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 25,200 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.061, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $218,000, Total Project Cost: $327,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22904120200381, Location: 2.3 MI NORTH OF LA 24 (Lat: 29.575939, Lng: -90.603600), Route carried "on" structure: State highway 316, Year Built: 1972, Status: Posted for load, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,900 (year 2036), Design Load: H 15, Features Intersected: ICWW / BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 304.5m (999.0ft), Horizontal Clearance: 41.5m (136.2ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $910,000, Total Project Cost: $1,365,000 ( Estimate for 2016), Deck Structure Type: Steel plate
Structure Number: 22904120200381, Location: 2.3 MI NORTH OF LA 24 (Lat: 29.575939, Lng: -90.603600), Route carried "on" structure: State highway 316, Year Built: 1972, Status: Posted for load, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,900 (year 2036), Design Load: H 15, Features Intersected: ICWW / BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 304.5m (999.0ft), Horizontal Clearance: 41.5m (136.2ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $910,000, Total Project Cost: $1,365,000 ( Estimate for 2016), Deck Structure Type: Steel plate
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Structure Number: 22904120301841, Location: 1.8 MI NORTH OF LA 182 (Lat: 29.665319, Lng: -90.707800), Route carried "on" structure: State highway 316, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 9,600 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 14,400 (year 2036), Design Load: HS 20, Features Intersected: ST LOUIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.8m (32.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 74.4 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $208,000, Total Project Cost: $312,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22904120301841, Location: 1.8 MI NORTH OF LA 182 (Lat: 29.665319, Lng: -90.707800), Route carried "on" structure: State highway 316, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 9,600 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 14,400 (year 2036), Design Load: HS 20, Features Intersected: ST LOUIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.8m (32.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 74.4 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $208,000, Total Project Cost: $312,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22904240800002, Location: US 90 OVER LA 316 (Lat: 29.683131, Lng: -90.747269), Route carried "on" structure: US 90, Year Built: 1980, Status: Open, Structure Length: 68.28m (224.02ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: US 90 OVER LA 316
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.830, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 424-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Number Of Approach Spans: 13, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 26.6 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22904240800002, Location: US 90 OVER LA 316 (Lat: 29.683131, Lng: -90.747269), Route carried "on" structure: US 90, Year Built: 1980, Status: Open, Structure Length: 68.28m (224.02ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: US 90 OVER LA 316
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.830, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 424-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Number Of Approach Spans: 13, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 26.6 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22904240800851, Location: .85 MI EAST OF LA 316 (Lat: 29.683531, Lng: -90.740100), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.386, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22904240800851, Location: .85 MI EAST OF LA 316 (Lat: 29.683531, Lng: -90.740100), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.386, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22904240800852, Location: .85 MI EAST OF LA 316 (Lat: 29.683781, Lng: -90.739900), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.117, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22904240800852, Location: .85 MI EAST OF LA 316 (Lat: 29.683781, Lng: -90.739900), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.117, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22904240802171, Location: 2.17 MI EAST OF LA 316 (Lat: 29.686819, Lng: -90.703900), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.910, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22904240802171, Location: 2.17 MI EAST OF LA 316 (Lat: 29.686819, Lng: -90.703900), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.910, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22904240802172, Location: 2.17 MI EAST OF LA 316 (Lat: 29.687081, Lng: -90.703700), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: 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: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22904240802172, Location: 2.17 MI EAST OF LA 316 (Lat: 29.687081, Lng: -90.703700), Route carried "on" structure: US 90, Year Built: 1982, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 20,070 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: 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: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22908292804101, Location: 1.20 MI S. OF JCT US90 (Lat: 29.633081, Lng: -90.662200), Route carried "on" structure: State highway 3087, Year Built: 1988, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 6,750 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 12,150 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.071, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, Operating Rating: 27.9 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: 21.4 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: May 2019, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 22908292804101, Location: 1.20 MI S. OF JCT US90 (Lat: 29.633081, Lng: -90.662200), Route carried "on" structure: State highway 3087, Year Built: 1988, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 6,750 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 12,150 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.071, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, Operating Rating: 27.9 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: 21.4 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: May 2019, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 22908292804102, Location: 1.20 MI S OF JCT US90 (Lat: 29.633750, Lng: -90.662619), Route carried "on" structure: State highway 3087, Year Built: 1988, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 6,750 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 12,150 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, Operating Rating: 27.9 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: 21.4 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: May 2019, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 22908292804102, Location: 1.20 MI S OF JCT US90 (Lat: 29.633750, Lng: -90.662619), Route carried "on" structure: State highway 3087, Year Built: 1988, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 6,750 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 12,150 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, Operating Rating: 27.9 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: 21.4 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: May 2019, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 22929416904511, Location: 0.48 M FROM INT 250 (Lat: 29.693161, Lng: -90.751350), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 1988), Average Future Daily Traffic: 75 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: Lydia St
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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.6 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: June 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22929416904511, Location: 0.48 M FROM INT 250 (Lat: 29.693161, Lng: -90.751350), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 1988), Average Future Daily Traffic: 75 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: Lydia St
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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.6 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: June 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22929433904651, Location: 0096 LOG MI FROM INT (Lat: 29.720881, Lng: -90.774369), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 250 (year 1978), Average Future Daily Traffic: 375 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: Bayou Blue Bypass
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 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: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22929433904651, Location: 0096 LOG MI FROM INT (Lat: 29.720881, Lng: -90.774369), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 250 (year 1978), Average Future Daily Traffic: 375 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: Bayou Blue Bypass
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 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: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 25500000020423, Location: 1.0 MI. WEST OF LA 3087 (Lat: 29.616900, Lng: -90.680600), Route carried "on" structure: State highway 660, Year Built: 2010, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 10,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 13,020 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.293, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: March 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 25500000020423, Location: 1.0 MI. WEST OF LA 3087 (Lat: 29.616900, Lng: -90.680600), Route carried "on" structure: State highway 660, Year Built: 2010, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 10,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 13,020 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.293, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: March 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 25500000020424, Location: 2 MILES EAST OF LA 182 (Lat: 29.614711, Lng: -90.663600), Route carried "on" structure: State highway 3087, Year Built: 1988, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 13,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,740 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.997, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: January 2019
Structure Number: 25500000020424, Location: 2 MILES EAST OF LA 182 (Lat: 29.614711, Lng: -90.663600), Route carried "on" structure: State highway 3087, Year Built: 1988, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 13,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,740 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.997, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: January 2019
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Structure Number: 25500000020425, Location: .5 MILES SOUTH US 90 (Lat: 29.680439, Lng: -90.749200), Route carried "on" structure: ServiceUS 90, Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,230 (year 2015), Average Future Daily Traffic: 2,765 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.409, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 25500000020425, Location: .5 MILES SOUTH US 90 (Lat: 29.680439, Lng: -90.749200), Route carried "on" structure: ServiceUS 90, Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,230 (year 2015), Average Future Daily Traffic: 2,765 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.409, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 25500000020543, Location: 3.3 MI. NE. OF LA 3040 (Lat: 29.661869, Lng: -90.714481), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,627 (year 2017), Average Future Daily Traffic: 2,890 (year 2037), Design Load: HL 93, Features Intersected: ST. LOUIS BAYOU, Facility Carried by Structure: BAYOU GARDENS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25500000020543, Location: 3.3 MI. NE. OF LA 3040 (Lat: 29.661869, Lng: -90.714481), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,627 (year 2017), Average Future Daily Traffic: 2,890 (year 2037), Design Load: HL 93, Features Intersected: ST. LOUIS BAYOU, Facility Carried by Structure: BAYOU GARDENS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22904240800001, Location: 2.7 miles SE of LA 24 (Lat: 29.682589, Lng: -90.750911), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 SB under US 90 EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.132, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 22904240800001, Location: 2.7 miles SE of LA 24 (Lat: 29.682589, Lng: -90.750911), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 SB under US 90 EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.132, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 22904240800001, Location: 2.7 miles SE of LA 24 (Lat: 29.682500, Lng: -90.750581), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 NB under US 90 EB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 7.767, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 22904240800001, Location: 2.7 miles SE of LA 24 (Lat: 29.682500, Lng: -90.750581), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 NB under US 90 EB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 7.767, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 22904240800002, Location: 2.7 miles SE of LA 24 (Lat: 29.682819, Lng: -90.751119), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 SB under US 90 WB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 2.099, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 22904240800002, Location: 2.7 miles SE of LA 24 (Lat: 29.682819, Lng: -90.751119), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 SB under US 90 WB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 2.099, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 22904240800002, Location: 2.7 miles SE of LA 24 (Lat: 29.682739, Lng: -90.750800), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 NB under US 90 WB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 7.800, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 22904240800002, Location: 2.7 miles SE of LA 24 (Lat: 29.682739, Lng: -90.750800), Route carried "under" structure: State highway 316, Structure Length: 0. m, Average Daily Traffic: 9,600 (year 2014), Features Intersected: LA 316 NB under US 90 WB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 7.800, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m