Bridge Statistics for Start, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 53432316914751,  Location: 8.9 MI SW of LA 134 (Lat: 32.526339,  Lng: -91.871261),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 280 (year 1979),  Average Future Daily Traffic: 168 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE LAKE LAFOURCHE,  Facility Carried by Structure: LAKE IRWIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53432337915031,  Location: 3.2 MI. NE INT. 505 (Lat: 32.556339,  Lng: -91.841111),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Closed,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 150 (year 1974),  Average Future Daily Traffic: 90 (year 2036),  Design Load: HS 20,  Features Intersected: IRWIN LAKE,  Facility Carried by Structure: LAKE IRWIN 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Imminent failure,  Channel: Poor,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 12.59m (41.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: June 2018,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $751,000,  Total Project Cost: $1,126,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53700020109381,  Location: 3.6 MI EAST OF LA 594 (Lat: 32.509339,  Lng: -91.931800),  Route carried "on" structure: US 80,  Year Built: 1955,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 5,700 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,720 (year 2036),  Design Load: HS 20,  Features Intersected: WEST RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.076,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54200000050235,  Location: 3.6 MI W OF LA 133 (Lat: 32.500589,  Lng: -91.918731),  Route carried "on" structure: US 80,  Year Built: 2017,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 1,480 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,000 (year 2034),  Design Load: Greater than HL93,  Features Intersected: LAFOURCHE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 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: 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54200000050274,  Location: 1.5 MI W OF LA 133 (Lat: 32.472911,  Lng: -91.886400),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 60 (year 1974),  Average Future Daily Traffic: 36 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: BRIMBERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 34.7 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: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other

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Structure Number: 54200020200411,  Location: 3.2 MI WEST OF SOUTH INT (Lat: 32.496839,  Lng: -91.913100),  Route carried "on" structure: US 80,  Year Built: 1955,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 1,480 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,320 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.661,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54200020202371,  Location: .8 MI WEST OF SOUTH INT O (Lat: 32.488081,  Lng: -91.883000),  Route carried "on" structure: US 80,  Year Built: 1953,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 1,480 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,320 (year 2036),  Design Load: H 15,  Features Intersected: CREW LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.793,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54200020204421,  Location: .5 MI EAST OF LA 595 (Lat: 32.484811,  Lng: -91.849700),  Route carried "on" structure: US 80,  Year Built: 1953,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,980 (year 2036),  Design Load: H 15,  Features Intersected: STEEP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.956,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54201710306571,  Location: 6.57 MI NORTH OF LA 15 (Lat: 32.457289,  Lng: -91.860600),  Route carried "on" structure: State highway 133,  Year Built: 1970,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,180 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 618 (year 2036),  Design Load: HS 20,  Features Intersected: STEEP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54201710307551,  Location: LA 133 OVER I-20 (Lat: 32.476750,  Lng: -91.860700),  Route carried "on" structure: State highway 133,  Year Built: 1968,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 4,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,400 (year 2036),  Design Load: HS 20,  Features Intersected: LA 133 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.226,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54201710400551,  Location: .55 MI NORTH OF US 80 (Lat: 32.494111,  Lng: -91.858100),  Route carried "on" structure: State highway 595,  Year Built: 1978,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,580 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 984 (year 2036),  Design Load: HS 20,  Features Intersected: CREW LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.893,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54204510700081,  Location: 4.2 MI WEST OF LA 133 (Lat: 32.484111,  Lng: -91.934369),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: OLD B LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.005,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54204510700082,  Location: 4.2 MI WEST OF LA 133 (Lat: 32.484289,  Lng: -91.933800),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: OLD B LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.884,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54204510700271,  Location: 4.0 MI WEST OF LA 133 (Lat: 32.483881,  Lng: -91.931700),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54204510700272,  Location: 4.0 MI WEST OF LA 133 (Lat: 32.483950,  Lng: -91.929800),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.507,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54204510700511,  Location: 3.8 MI WEST OF LA 133 (Lat: 32.483469,  Lng: -91.927000),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.690,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  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: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 54204510700512,  Location: 3.8 MI WEST OF LA 133 (Lat: 32.483669,  Lng: -91.926500),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.200,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54204510701571,  Location: 2.8 MI WEST OF LA 133 (Lat: 32.480919,  Lng: -91.909100),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU CREW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.403,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54204510701572,  Location: 2.8 MI WEST OF LA 133 (Lat: 32.481100,  Lng: -91.908700),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,200 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,808 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU CREW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.499,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-07-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54204510704541,  Location: .24 MI EAST OF LA 133 (Lat: 32.475361,  Lng: -91.853700),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 33,000 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 18,060 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.678,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 451-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 50.6m (166.0ft)

Condition: Channel: Satisfactory,  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,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54204510706071,  Location: 1.74 MI EAST OF LA 133 (Lat: 32.470450,  Lng: -91.826300),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,010 (year 2015),  Average Future Daily Traffic: 1,806 (year 2036),  Design Load: HS 20,  Features Intersected: I-20,  Facility Carried by Structure: VENABLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.303,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $733,000,  Total Project Cost: $1,099,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54232262915071,  Location: LOGMI 0.70 FR 172 TO (Lat: 32.438800,  Lng: -91.848139),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Temporarily open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 60 (year 1974),  Average Future Daily Traffic: 36 (year 2036),  Design Load: H 10,  Features Intersected: CREEK,  Facility Carried by Structure: DAIRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Channel: Failed,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $83,000,  Total Project Cost: $124,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 54232266915371,  Location: LOGMI 3.41 FR 487 TO (Lat: 32.443550,  Lng: -91.897319),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Temporarily open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 30 (year 1974),  Average Future Daily Traffic: 18 (year 2036),  Design Load: H 10,  Features Intersected: CREEK,  Facility Carried by Structure: COMEAUX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Channel: Poor,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $125,000,  Total Project Cost: $187,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 54232285915201,  Location: 1.0 MI W of LA 133 (Lat: 32.474250,  Lng: -91.869300),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 60 (year 1979),  Average Future Daily Traffic: 36 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: BRIMBERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54232289915091,  Location: LOGMI 1.38 FR 498 TO (Lat: 32.484211,  Lng: -91.849611),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 100 (year 1974),  Average Future Daily Traffic: 60 (year 2036),  Design Load: HS 15,  Features Intersected: CREEK,  Facility Carried by Structure: OVERLAND STAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.5 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: 14.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $107,000,  Total Project Cost: $160,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 54232299915171,  Location: 0.2 MI N of US 80 (Lat: 32.489700,  Lng: -91.862661),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 250 (year 2016),  Average Future Daily Traffic: 150 (year 2036),  Design Load: HS 20,  Features Intersected: CREW LAKE,  Facility Carried by Structure: CREWLAKE LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: March 2018,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 54201710307551,  Location: 4.0 MI E OF OUACHITA PL (Lat: 32.477211,  Lng: -91.860689),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2015),  Features Intersected: LA 133 OVER I-20
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 36.938,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 54201710307551,  Location: 4.0 MI E OF OUACHITA PL (Lat: 32.476969,  Lng: -91.860800),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2015),  Features Intersected: LA 133 OVER I-20
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 6.989,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 54204510706071,  Location: 2.1 MI E OF LA 133 (Lat: 32.470919,  Lng: -91.826239),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 3,010 (year 2015),  Features Intersected: VENABLE RD OVER I-20
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 33.630,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 54204510706071,  Location: 2.1 MI E OF LA 133 (Lat: 32.470661,  Lng: -91.826331),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 3,010 (year 2015),  Features Intersected: VENABLE RD OVER I-20
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 10.306,  Lanes on structure: 2,  Length of Maximum Span: 0.0m