Bridge Statistics for Slidell, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 125Number of bridges
- 1,900ft / 579mTotal length
- $31,696,000Total costs
- 2,512,800Total average daily traffic
- 294,623Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Slidell
- No street view available for this location
- New bridges - historical statistics
- 81930-1939
- 11950-1959
- 201960-1969
- 341970-1979
- 101980-1989
- 41990-1999
- 32000-2009
- 82010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 42000-2009
- Bridge Condition - Deck
- 2.6%Excellent
- 5.3%Very good
- 48.7%Good
- 42.1%Satisfactory
- 1.3%Fair
- Bridge Condition - Superstructure
- 2.6%Excellent
- 13.2%Very good
- 38.2%Good
- 42.1%Satisfactory
- 1.3%Fair
- 2.6%Poor
- Bridge Condition - Substructure
- 2.6%Excellent
- 17.1%Very good
- 44.7%Good
- 31.6%Satisfactory
- 1.3%Fair
- 2.6%Poor
- Bridge Condition - Channel
- 20.5%Very good
- 49.3%Good
- 20.5%Satisfactory
- 9.6%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 625230167894961, Location: LA 433-E REILEY RD .93 MI (Lat: 30.279050, Lng: -89.828089), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 119 (year 2016), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: TRIBUTARY TO LIBERTY BAY, Facility Carried by Structure: W. Dubuisson
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 625230167894961, Location: LA 433-E REILEY RD .93 MI (Lat: 30.279050, Lng: -89.828089), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 119 (year 2016), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: TRIBUTARY TO LIBERTY BAY, Facility Carried by Structure: W. Dubuisson
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625230169894611, Location: 0.7 MI EAST OF 190 B (Lat: 30.282750, Lng: -89.768739), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,699 (year 2004), Average Future Daily Traffic: 1,868 (year 2024), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Florida Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 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: 20.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625230169894611, Location: 0.7 MI EAST OF 190 B (Lat: 30.282750, Lng: -89.768739), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,699 (year 2004), Average Future Daily Traffic: 1,868 (year 2024), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Florida Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 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: 20.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625230171894751, Location: 0.6MI.E.OF CARROL RD (Lat: 30.284761, Lng: -89.792050), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 4,504 (year 2003), Average Future Daily Traffic: 4,954 (year 2023), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: W. Hall Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.0 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 625230171894751, Location: 0.6MI.E.OF CARROL RD (Lat: 30.284761, Lng: -89.792050), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 4,504 (year 2003), Average Future Daily Traffic: 4,954 (year 2023), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: W. Hall Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.0 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625230175894401, Location: N. OF 190 AMBER ST. LM 10 (Lat: 30.289331, Lng: -89.733431), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 550 (year 1999), Average Future Daily Traffic: 418 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE OVER FRENCH BRANC, Facility Carried by Structure: Amber St
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: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 625230175894401, Location: N. OF 190 AMBER ST. LM 10 (Lat: 30.289331, Lng: -89.733431), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 550 (year 1999), Average Future Daily Traffic: 418 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE OVER FRENCH BRANC, Facility Carried by Structure: Amber St
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: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625230176894421, Location: N. 190 ON PEARL ST. 0.60 (Lat: 30.293719, Lng: -89.736231), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 350 (year 2016), Average Future Daily Traffic: 266 (year 2036), Design Load: HS 20, Features Intersected: BR. OVER FRENCH BRANCH, Facility Carried by Structure: N. Pearl St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 26.2 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 625230176894421, Location: N. 190 ON PEARL ST. 0.60 (Lat: 30.293719, Lng: -89.736231), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 350 (year 2016), Average Future Daily Traffic: 266 (year 2036), Design Load: HS 20, Features Intersected: BR. OVER FRENCH BRANCH, Facility Carried by Structure: N. Pearl St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 26.2 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625230177894741, Location: 0.2 MILES NORTH OF US190 (Lat: 30.295739, Lng: -89.791069), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 70 (year 1989), Average Future Daily Traffic: 53 (year 2036), Design Load: HS 20, Features Intersected: CREEK CANAL, Facility Carried by Structure: Jackson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 23.7 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: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other
Structure Number: 625230177894741, Location: 0.2 MILES NORTH OF US190 (Lat: 30.295739, Lng: -89.791069), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 70 (year 1989), Average Future Daily Traffic: 53 (year 2036), Design Load: HS 20, Features Intersected: CREEK CANAL, Facility Carried by Structure: Jackson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 23.7 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: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other
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Structure Number: 625230186895021, Location: 0.5 MILE N. OF LA.43 (Lat: 30.310050, Lng: -89.838011), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 94 (year 1974), Average Future Daily Traffic: 71 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: Fenner Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 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: January 2021
Structure Number: 625230186895021, Location: 0.5 MILE N. OF LA.43 (Lat: 30.310050, Lng: -89.838011), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 94 (year 1974), Average Future Daily Traffic: 71 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: Fenner Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 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: January 2021
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Structure Number: 625230188894671, Location: .1 MI N. JCT I-10 & US 11 (Lat: 30.314039, Lng: -89.779211), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 4,561 (year 2017), Average Future Daily Traffic: 5,017 (year 2037), Design Load: HS 20, Features Intersected: BAYOU VINCENT BRIDGE, Facility Carried by Structure: Browns Village Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 625230188894671, Location: .1 MI N. JCT I-10 & US 11 (Lat: 30.314039, Lng: -89.779211), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 4,561 (year 2017), Average Future Daily Traffic: 5,017 (year 2037), Design Load: HS 20, Features Intersected: BAYOU VINCENT BRIDGE, Facility Carried by Structure: Browns Village Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625230190894361, Location: 0.2 MI EAST OF 1090 (Lat: 30.317811, Lng: -89.728269), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 990 (year 1985), Average Future Daily Traffic: 752 (year 2036), Design Load: HS 20, Features Intersected: GUM BAYOU BRIDGE, Facility Carried by Structure: Davis Landing Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 625230190894361, Location: 0.2 MI EAST OF 1090 (Lat: 30.317811, Lng: -89.728269), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 990 (year 1985), Average Future Daily Traffic: 752 (year 2036), Design Load: HS 20, Features Intersected: GUM BAYOU BRIDGE, Facility Carried by Structure: Davis Landing Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625230203894911, Location: ROYAL 18 ESTATES SUB (Lat: 30.335311, Lng: -89.834719), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 200 (year 1989), Average Future Daily Traffic: 152 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Royal 18th Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.2 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: 12.0 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Other Special Inspection Date: January 2020, Bridge Improvement Cost: $202,000, Total Project Cost: $303,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625230203894911, Location: ROYAL 18 ESTATES SUB (Lat: 30.335311, Lng: -89.834719), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 200 (year 1989), Average Future Daily Traffic: 152 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Royal 18th Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.2 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: 12.0 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Other Special Inspection Date: January 2020, Bridge Improvement Cost: $202,000, Total Project Cost: $303,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625200131301851, Location: 1.0 MI S of US 190 (Lat: 30.270489, Lng: -89.755069), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 77,700 (year 2016), Features Intersected: I-10 WB under US 190-X
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 12.942, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625200131301851, Location: 1.0 MI S of US 190 (Lat: 30.270489, Lng: -89.755069), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 77,700 (year 2016), Features Intersected: I-10 WB under US 190-X
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 12.942, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625200131301851, Location: 1.0 MI S of US 190 (Lat: 30.270119, Lng: -89.754900), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 77,700 (year 2016), Features Intersected: I-10 EB under US 190-X
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 7.525, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625200131301851, Location: 1.0 MI S of US 190 (Lat: 30.270119, Lng: -89.754900), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 77,700 (year 2016), Features Intersected: I-10 EB under US 190-X
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 7.525, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501801001, Location: 2.1 MI S of LA 433 (Lat: 30.221869, Lng: -89.783189), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 64,200 (year 2016), Features Intersected: I-10
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 1.411, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501801001, Location: 2.1 MI S of LA 433 (Lat: 30.221869, Lng: -89.783189), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 64,200 (year 2016), Features Intersected: I-10
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 1.411, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501801001, Location: 2.1 MI S of LA 433 (Lat: 30.222239, Lng: -89.783231), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 64,200 (year 2016), Features Intersected: I-10 WB under Oak Harbor
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 19.051, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501801001, Location: 2.1 MI S of LA 433 (Lat: 30.222239, Lng: -89.783231), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 64,200 (year 2016), Features Intersected: I-10 WB under Oak Harbor
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 19.051, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501803101, Location: 1.7 MI E of US 11 (Lat: 30.247589, Lng: -89.763381), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 SB under I-10 EB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 2.844, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501803101, Location: 1.7 MI E of US 11 (Lat: 30.247589, Lng: -89.763381), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 SB under I-10 EB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 2.844, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501803101, Location: 1.7 MI E of US 11 (Lat: 30.247661, Lng: -89.763200), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 NB under I-10 EB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 10.144, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204501803101, Location: 1.7 MI E of US 11 (Lat: 30.247661, Lng: -89.763200), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 NB under I-10 EB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 10.144, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204501803102, Location: 1.7 MI E of US 11 (Lat: 30.247811, Lng: -89.763631), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 SB under I-10 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 2.810, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204501803102, Location: 1.7 MI E of US 11 (Lat: 30.247811, Lng: -89.763631), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 SB under I-10 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 2.810, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204501803102, Location: 1.7 MI E of US 11 (Lat: 30.247900, Lng: -89.763439), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 NB under I-10 WB
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 10.179, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501803102, Location: 1.7 MI E of US 11 (Lat: 30.247900, Lng: -89.763439), Route carried "under" structure: State highway 433, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2014), Features Intersected: LA 433 NB under I-10 WB
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 10.179, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501805821, Location: 1.7 MI E of US 11 (Lat: 30.284711, Lng: -89.749500), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 EB under I-10 EB
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 2.915, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501805821, Location: 1.7 MI E of US 11 (Lat: 30.284711, Lng: -89.749500), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 EB under I-10 EB
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 2.915, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501805821, Location: 1.7 MI E of US 11 (Lat: 30.284889, Lng: -89.749289), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 WB under I-10 EB
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 2.964, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501805821, Location: 1.7 MI E of US 11 (Lat: 30.284889, Lng: -89.749289), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 WB under I-10 EB
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 2.964, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501805822, Location: 1.7 MI E of US 11 (Lat: 30.284881, Lng: -89.749619), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 WB under I-10 WB
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 2.995, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501805822, Location: 1.7 MI E of US 11 (Lat: 30.284881, Lng: -89.749619), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 WB under I-10 WB
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 2.995, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501805822, Location: 1.7 Mi E of US11 (Lat: 30.284711, Lng: -89.749839), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 EB under I-10 WB
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 2.882, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204501805822, Location: 1.7 Mi E of US11 (Lat: 30.284711, Lng: -89.749839), Route carried "under" structure: US 190, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2014), Features Intersected: US 190 EB under I-10 WB
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 2.882, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204501807401, Location: 0.3 MI N of I-10 EB (Lat: 30.303661, Lng: -89.741039), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB from I-10 EB und
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.552, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204501807401, Location: 0.3 MI N of I-10 EB (Lat: 30.303661, Lng: -89.741039), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB from I-10 EB und
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.552, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204530100311, Location: 0.2 MI N of I-12 (Lat: 30.310400, Lng: -89.740219), Route carried "under" structure: Ramp Interstate 59, Structure Length: 0. m, Average Daily Traffic: 4,080 (year 2016), Features Intersected: I-59 SB off-ramp to I-12
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.050, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625204530100311, Location: 0.2 MI N of I-12 (Lat: 30.310400, Lng: -89.740219), Route carried "under" structure: Ramp Interstate 59, Structure Length: 0. m, Average Daily Traffic: 4,080 (year 2016), Features Intersected: I-59 SB off-ramp to I-12
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.050, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 625204530100311, Location: 0.2 MI N of I-12 (Lat: 30.310400, Lng: -89.740169), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under Brown Swit
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 17.976, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204530100311, Location: 0.2 MI N of I-12 (Lat: 30.310400, Lng: -89.740169), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under Brown Swit
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 17.976, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204530100311, Location: 0.2 MI N of I-12 (Lat: 30.310319, Lng: -89.739869), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB under Brown Swit
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.307, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204530100311, Location: 0.2 MI N of I-12 (Lat: 30.310319, Lng: -89.739869), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB under Brown Swit
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.307, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540427561, Location: 3.3 MI W of US 11 (Lat: 30.313100, Lng: -89.825900), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 44,500 (year 2016), Features Intersected: I-12 EB under Airport Rd
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 44.564, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540427561, Location: 3.3 MI W of US 11 (Lat: 30.313100, Lng: -89.825900), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 44,500 (year 2016), Features Intersected: I-12 EB under Airport Rd
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 44.564, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540427561, Location: 3.3 MI W of US 11 (Lat: 30.313311, Lng: -89.825769), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 44,500 (year 2016), Features Intersected: I-12 WB under Airport Rd
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 9.339, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540427561, Location: 3.3 MI W of US 11 (Lat: 30.313311, Lng: -89.825769), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 44,500 (year 2016), Features Intersected: I-12 WB under Airport Rd
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 9.339, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540430681, Location: 1.7 MI N of US 190 (Lat: 30.310039, Lng: -89.770700), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 NB under I-12 EB
Minimum Vertical Clearance: 6.92m (22.70ft), Kilometerpoint: 2.775, Lanes on structure: 5, Length of Maximum Span: 0.0m
Structure Number: 625204540430681, Location: 1.7 MI N of US 190 (Lat: 30.310039, Lng: -89.770700), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 NB under I-12 EB
Minimum Vertical Clearance: 6.92m (22.70ft), Kilometerpoint: 2.775, Lanes on structure: 5, Length of Maximum Span: 0.0m
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Structure Number: 625204540430681, Location: 1.7 MI N of US 190 (Lat: 30.310181, Lng: -89.770761), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 SB under I-12 EB
Minimum Vertical Clearance: 6.77m (22.21ft), Kilometerpoint: 8.381, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540430681, Location: 1.7 MI N of US 190 (Lat: 30.310181, Lng: -89.770761), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 SB under I-12 EB
Minimum Vertical Clearance: 6.77m (22.21ft), Kilometerpoint: 8.381, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540430682, Location: 1.7 MI N of US 190 (Lat: 30.310450, Lng: -89.770511), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 NB under I-12 WB
Minimum Vertical Clearance: 6.92m (22.70ft), Kilometerpoint: 2.823, Lanes on structure: 5, Length of Maximum Span: 0.0m
Structure Number: 625204540430682, Location: 1.7 MI N of US 190 (Lat: 30.310450, Lng: -89.770511), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 NB under I-12 WB
Minimum Vertical Clearance: 6.92m (22.70ft), Kilometerpoint: 2.823, Lanes on structure: 5, Length of Maximum Span: 0.0m
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Structure Number: 625204540430682, Location: 1.7 MI N of US 190 (Lat: 30.310461, Lng: -89.770661), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 SB under I-12 WB
Minimum Vertical Clearance: 6.80m (22.31ft), Kilometerpoint: 8.349, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540430682, Location: 1.7 MI N of US 190 (Lat: 30.310461, Lng: -89.770661), Route carried "under" structure: US 11, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2014), Features Intersected: US 11 SB under I-12 WB
Minimum Vertical Clearance: 6.80m (22.31ft), Kilometerpoint: 8.349, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540432531, Location: I-59 SB under I-12 EB (Lat: 30.306311, Lng: -89.741689), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under I-12 EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 18.454, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540432531, Location: I-59 SB under I-12 EB (Lat: 30.306311, Lng: -89.741689), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under I-12 EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 18.454, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540432532, Location: I-59 SB under I-12 WB (Lat: 30.306539, Lng: -89.741600), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under 1-12 WB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 18.425, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540432532, Location: I-59 SB under I-12 WB (Lat: 30.306539, Lng: -89.741600), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under 1-12 WB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 18.425, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540432536, Location: 0.1 MI N of I-12 (Lat: 30.308050, Lng: -89.741039), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under I-12 WB On
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 18.252, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540432536, Location: 0.1 MI N of I-12 (Lat: 30.308050, Lng: -89.741039), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 SB under I-12 WB On
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 18.252, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540432651, Location: 0.5 MI N of I-10 EB (Lat: 30.305819, Lng: -89.740431), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 5,690 (year 2016), Features Intersected: I-12 WB On-Ramp from I-5
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.188, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625204540432651, Location: 0.5 MI N of I-10 EB (Lat: 30.305819, Lng: -89.740431), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 5,690 (year 2016), Features Intersected: I-12 WB On-Ramp from I-5
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.188, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 625204540432651, Location: I-59 NB under I-12 EB (Lat: 30.305769, Lng: -89.740281), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB under I-12 EB
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.800, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204540432651, Location: I-59 NB under I-12 EB (Lat: 30.305769, Lng: -89.740281), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB under I-12 EB
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.800, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204540432652, Location: 0.5 MI N of I-10 EB (Lat: 30.306089, Lng: -89.740400), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 5,690 (year 2016), Features Intersected: I-12 WB On-Ramp from I-5
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.217, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625204540432652, Location: 0.5 MI N of I-10 EB (Lat: 30.306089, Lng: -89.740400), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 5,690 (year 2016), Features Intersected: I-12 WB On-Ramp from I-5
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.217, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 625204540432652, Location: I-59 NB under I-12 WB (Lat: 30.306039, Lng: -89.740211), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB under I-12 WB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.829, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625204540432652, Location: I-59 NB under I-12 WB (Lat: 30.306039, Lng: -89.740211), Route carried "under" structure: Interstate 59, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-59 NB under I-12 WB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.829, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625204540432681, Location: 0.4 MI E of I-59 (Lat: 30.304619, Lng: -89.737089), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 45,800 (year 2016), Features Intersected: I-10 WB under I-12 EB to
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 8.592, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540432681, Location: 0.4 MI E of I-59 (Lat: 30.304619, Lng: -89.737089), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 45,800 (year 2016), Features Intersected: I-10 WB under I-12 EB to
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 8.592, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625204540432681, Location: 0.4 MI E of I-59 (Lat: 30.304331, Lng: -89.736739), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Features Intersected: I-10 EB under I-12 EB to
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 11.872, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625204540432681, Location: 0.4 MI E of I-59 (Lat: 30.304331, Lng: -89.736739), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Features Intersected: I-10 EB under I-12 EB to
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 11.872, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625208522502221, Location: 0.4 MI W of I-59 (Lat: 30.308281, Lng: -89.748869), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 2016), Features Intersected: I-12 EB under LA 1091
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 52.062, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625208522502221, Location: 0.4 MI W of I-59 (Lat: 30.308281, Lng: -89.748869), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 2016), Features Intersected: I-12 EB under LA 1091
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 52.062, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625208522502221, Location: 0.4 MI W of I-59 (Lat: 30.308481, Lng: -89.748669), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 2016), Features Intersected: I-12 WB under LA 1091
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 1.836, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 625208522502221, Location: 0.4 MI W of I-59 (Lat: 30.308481, Lng: -89.748669), Route carried "under" structure: Interstate 12, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 2016), Features Intersected: I-12 WB under LA 1091
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 1.836, Lanes on structure: 4, Length of Maximum Span: 0.0m
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Structure Number: 625208522602821, Location: 1.2 MI E of I-59 (Lat: 30.301311, Lng: -89.724161), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-10 EB under LA 1090 (N
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 13.131, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625208522602821, Location: 1.2 MI E of I-59 (Lat: 30.301311, Lng: -89.724161), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-10 EB under LA 1090 (N
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 13.131, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625208522602821, Location: 1.2 MI E of I-59 (Lat: 30.301600, Lng: -89.724219), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-10 WB under LA 1090 (N
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 7.306, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625208522602821, Location: 1.2 MI E of I-59 (Lat: 30.301600, Lng: -89.724219), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 2016), Features Intersected: I-10 WB under LA 1090 (N
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 7.306, Lanes on structure: 2, Length of Maximum Span: 0.0m