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

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Structure Number: 32830143920011,  Location: 0.2 MI N OF LA 94 (Lat: 30.238069,  Lng: -92.001669),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 8,600 (year 2020),  Average Future Daily Traffic: 21,141 (year 2040),  Design Load: HS 20,  Features Intersected: WEBB COULEE,  Facility Carried by Structure: Louisiana Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 126.2m (414.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 27.5 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: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830143920211,  Location: 0.21 Mi W of LA 182 (Lat: 30.239300,  Lng: -92.035950),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 720 (year 2020),  Average Future Daily Traffic: 1,770 (year 2040),  Design Load: HS 20,  Features Intersected: MINE BRANCH COULEE,  Facility Carried by Structure: Madeline Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Very good,  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,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $85,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830147920161,  Location: 0.02 MI N of W. Willow St (Lat: 30.246011,  Lng: -92.027039),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,201 (year 2020),  Average Future Daily Traffic: 2,952 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE MINE BRANCH,  Facility Carried by Structure: Cora St.
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32830155915961,  Location: 0.97 Mi S of I-10 (Lat: 30.260100,  Lng: -91.994950),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 370 (year 2020),  Average Future Daily Traffic: 910 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE,  Facility Carried by Structure: Shadow Bluff Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32830157915981,  Location: 0.57 Mi S of I-10 (Lat: 30.261231,  Lng: -91.995531),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,250 (year 2020),  Average Future Daily Traffic: 10,448 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Louisiana Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830157915982,  Location: 0.57 Mi S of I-10 (Lat: 30.260931,  Lng: -91.995811),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,675 (year 2020),  Average Future Daily Traffic: 11,493 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Louisiana Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830158915981,  Location: 0.70 Mi SW of I-10 (Lat: 30.264011,  Lng: -91.998081),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 475 (year 2022),  Average Future Daily Traffic: 523 (year 2036),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Daigle 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: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 32830158920101,  Location: 0.75 Mi SW of I-49 (Lat: 30.263261,  Lng: -92.018400),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,400 (year 2020),  Average Future Daily Traffic: 3,442 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: Acadian Hills Ln.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  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: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.7 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: 17.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830162920221,  Location: 1.23 MI SE of LA 182 (Lat: 30.269911,  Lng: -92.034111),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 211 (year 2020),  Average Future Daily Traffic: 519 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Laser Ln.
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: 3,  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: Fair,  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: 24.9 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: 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,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32830163915901,  Location: 1.3 MI E OF LA 728-1 (Lat: 30.271969,  Lng: -91.983800),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,530 (year 2020),  Average Future Daily Traffic: 6,219 (year 2040),  Design Load: HS 20,  Features Intersected: VERMILION RIVER,  Facility Carried by Structure: E. Pont Des Mouton
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: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.0 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: 25.6 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830164920131,  Location: 0.03 MI. W. US 167 (Lat: 30.273661,  Lng: -92.021661),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 2006,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,400 (year 2020),  Average Future Daily Traffic: 20,650 (year 2040),  Design Load: HS 20,  Features Intersected: FRANCOIS COULEE,  Facility Carried by Structure: W. Pont Des Mouton
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830164920211,  Location: 1.07 Mi W of I-49 (Lat: 30.274339,  Lng: -92.036319),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,584 (year 2020),  Average Future Daily Traffic: 13,727 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: W. Pont Des Mouton
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Channel: Very good,  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: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Other

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Structure Number: 32830166920301,  Location: 0.02 Mi E of LA 182 (Lat: 30.277631,  Lng: -92.049531),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 400 (year 2020),  Average Future Daily Traffic: 983 (year 2040),  Design Load: HS 20,  Features Intersected: GASTON COULEE,  Facility Carried by Structure: Birdsong 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),  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: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 21.1 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: 16.2 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: 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32830167915891,  Location: 0.56 Mi N of i-10 (Lat: 30.278011,  Lng: -91.982789),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 340 (year 2020),  Average Future Daily Traffic: 836 (year 2040),  Design Load: HS 20,  Features Intersected: VERMILION RIVER,  Facility Carried by Structure: Maryview Farm Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.4 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: 17.5 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: Somewhat better than minimum adequacy,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830167915911,  Location: 1.15 Mi NE of I-10 (Lat: 30.278331,  Lng: -91.984650),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 340 (year 2020),  Average Future Daily Traffic: 836 (year 2040),  Design Load: HS 20,  Features Intersected: MANOR PARK COULEE,  Facility Carried by Structure: Maryview Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 7 degrees,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830167915961,  Location: 0.75 Mi N of I-10 (Lat: 30.278731,  Lng: -91.993300),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 752 (year 2020),  Average Future Daily Traffic: 1,849 (year 2040),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: Maryview Farm 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: 7 degrees,  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: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.6 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: 37.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 32830168920111,  Location: 0.08 Mi E0. of I-49 (Lat: 30.280961,  Lng: -92.019311),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,000 (year 2020),  Average Future Daily Traffic: 2,458 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: High Meadow Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  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: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.3 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: 35.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $112,000,  Total Project Cost: $168,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830169915841,  Location: 1.4 Mi NW of I-10 (Lat: 30.284069,  Lng: -91.972731),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,160 (year 2020),  Average Future Daily Traffic: 2,851 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Lajaunie 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),  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: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 22.0 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: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2019,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $147,000,  Total Project Cost: $220,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830169920101,  Location: 0.2 Mi E of I-49 (Lat: 30.281750,  Lng: -92.017669),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,100 (year 2020),  Average Future Daily Traffic: 2,704 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: High Meadow Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  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: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 49.2 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: 37.9 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $112,000,  Total Project Cost: $168,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830172915911,  Location: 2.20 Mi E of I-49 (Lat: 30.285850,  Lng: -91.985681),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 224 (year 2020),  Average Future Daily Traffic: 551 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE COULEE,  Facility Carried by Structure: E. Butcher Switch
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: 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: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.5 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: Better than present minimum 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

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Structure Number: 32830172915951,  Location: 1.80Mi E of I-49 (Lat: 30.286181,  Lng: -91.992481),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,003 (year 2020),  Average Future Daily Traffic: 2,466 (year 2040),  Design Load: HS 20,  Features Intersected: OAK COULEE,  Facility Carried by Structure: E. Butcher Switch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 9 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 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: Bituminous

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Structure Number: 32830173920021,  Location: 0.58 Mi E of I-49 (Lat: 30.287131,  Lng: -92.012769),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,122 (year 2020),  Average Future Daily Traffic: 2,758 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE COULEE,  Facility Carried by Structure: E. Butcher Switch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 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: Meets minimum limits,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32830173920341,  Location: 0.5M WEST OF LA 182 (Lat: 30.290531,  Lng: -92.058519),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 780 (year 2020),  Average Future Daily Traffic: 1,917 (year 2040),  Design Load: HS 20,  Features Intersected: MIMS COULEE,  Facility Carried by Structure: Malapart Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830178915951,  Location: 0.40 Mi NE of LA 98 (Lat: 30.296819,  Lng: -91.991850),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 246 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Irby 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: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830181915771,  Location: 1.26 Mi N of LA 98 (Lat: 30.303961,  Lng: -91.977031),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 720 (year 2020),  Average Future Daily Traffic: 1,770 (year 2040),  Design Load: HS 20,  Features Intersected: ST. CLAIR BAYOU,  Facility Carried by Structure: St. Claire Rd.
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),  Skew: 7 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: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830189920481,  Location: 0.5 MI W of LA 93 (Lat: 30.309211,  Lng: -92.107831),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 800 (year 2020),  Average Future Daily Traffic: 1,967 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Vatican 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: 9 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: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 33.4 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: 25.9 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,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32830199920131,  Location: 1.17 Mi E of I-49 (Lat: 30.330850,  Lng: -92.022381),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,082 (year 2022),  Average Future Daily Traffic: 1,190 (year 2036),  Design Load: HS 20,  Features Intersected: Coulee,  Facility Carried by Structure: St. Esprit 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),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32830200920251,  Location: 0.30 Mi SE of I-49 (Lat: 30.334011,  Lng: -92.041331),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 520 (year 2020),  Average Future Daily Traffic: 1,278 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Debutante 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: 7 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 78.4 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: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 32830203920441,  Location: 1.63 Mi W of LA 182 (Lat: 30.339300,  Lng: -92.071900),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 145 (year 2020),  Average Future Daily Traffic: 356 (year 2040),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Fatima Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $132,000,  Total Project Cost: $198,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35000560201381,  Location: 1.5 MI N of LA 86 (Lat: 30.063969,  Lng: -91.827600),  Route carried "on" structure: State highway 31,  Year Built: 1950,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 6,100 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,710 (year 2036),  Design Load: H 15,  Features Intersected: DAIGRE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 56-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.5 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $447,000,  Total Project Cost: $670,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35000800400001,  Location: 1.0 MI W OF LA 353 (Lat: 30.240531,  Lng: -91.963900),  Route carried "on" structure: State highway 94,  Year Built: 1954,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 12,700 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,970 (year 2036),  Design Load: HS 20,  Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $473,000,  Total Project Cost: $709,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35004030200001,  Location: 1.6 MI SOUTH OF LA 94 (Lat: 30.219239,  Lng: -91.955931),  Route carried "on" structure: State highway 353,  Year Built: 1976,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 3,900 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,220 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU VERMILION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: May 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35004500600001,  Location: 2.2 MI WEST OF LA 347 (Lat: 30.281469,  Lng: -91.950031),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 55,000 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 33,000 (year 2036),  Design Load: HS 20,  Features Intersected: I-10,  Facility Carried by Structure: SAWMILL RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.05m (26.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $686,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,029,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32803930500881,  Location: 2.04 MI W OF LA 724 (Lat: 30.247739,  Lng: -92.176100),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 53,100 (year 2014),  Features Intersected: I-10 WEST BOUND UNDER LA
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 22.484,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32803930500881,  Location: 1.01 MI E OF LA 95 (Lat: 30.247481,  Lng: -92.176150),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 53,100 (year 2014),  Features Intersected: I-10 EAST BOUND UNDER LA
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 43.660,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500506571,  Location: 2.4 MI E OF LA 93 (Lat: 30.246819,  Lng: -92.066339),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 69,500 (year 2014),  Features Intersected: I-10 EB UNDER LA 3184
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 10.567,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500506571,  Location: 1.83 MI W OF LA 182 (Lat: 30.247061,  Lng: -92.066250),  Route carried "under" structure: Interstate 10,  Structure Length: 0. m,  Average Daily Traffic: 69,500 (year 2014),  Features Intersected: I-10 WB UNDER LA 3184
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 11.914,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500508401,  Location: 3.40 MI S OF LA 98 (Lat: 30.251081,  Lng: -92.036269),  Route carried "under" structure: State highway 182,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Features Intersected: LA 182 SB UNDER I-10 EB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 14.423,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 32804500508401,  Location: 1.33 MI N OF US 90 (Lat: 30.251061,  Lng: -92.036050),  Route carried "under" structure: State highway 182,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Features Intersected: LA 182 NB UNDER I-10 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.145,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 32804500508402,  Location: 3.39 MI S OF LA 98 (Lat: 30.251311,  Lng: -92.036411),  Route carried "under" structure: State highway 182,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Features Intersected: LA 182 SB UNDER I-10 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 14.394,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500508402,  Location: 1.35 MI N OF US 90 (Lat: 30.251311,  Lng: -92.036161),  Route carried "under" structure: State highway 182,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Features Intersected: LA 182 NB UNDER I-10 WB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 2.174,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500508941,  Location: 0.8 MI. W. OF I-49 (Lat: 30.254761,  Lng: -92.027831),  Route carried "under" structure: City street ,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2015),  Truck Traffic: 10%,  Features Intersected: ACADIAN HILLS UNDER I-10,  Facility Carried by Structure: I-10
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 1.028,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500508942,  Location: .8 MI W. OF I-49 (Lat: 30.254761,  Lng: -92.027869),  Route carried "under" structure: ServiceInterstate 10,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-10 WB SERVICE RD/ACADI
Minimum Vertical Clearance: 6.92m (22.70ft),  Kilometerpoint: 1.027,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500509761,  Location: I-49 Under I-10 (Lat: 30.259439,  Lng: -92.015781),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 62,318 (year 2015),  Features Intersected: I-49 SB Under I-10 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.720,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 32804500509761,  Location: I-49 Under I-10 (Lat: 30.259411,  Lng: -92.015489),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 62,318 (year 2015),  Features Intersected: I-49 NB Under I-10 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.483,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 32804500509762,  Location: I49 Under I-10 (Lat: 30.259731,  Lng: -92.015831),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 62,318 (year 2015),  Features Intersected: I-49 SB Under I-10 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.686,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 32804500509762,  Location: I-49 Under I-10 (Lat: 30.259700,  Lng: -92.015561),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 62,318 (year 2015),  Features Intersected: I-49 NB Under I-10 WB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.515,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 32804500510301,  Location: 2.2 MI S OF LA 98 (Lat: 30.262931,  Lng: -92.007631),  Route carried "under" structure: State highway 176,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2014),  Features Intersected: LA 176 NB UNDER I 10
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500510301,  Location: 2.1 MI N OF MUDD AVE (Lat: 30.263000,  Lng: -92.007750),  Route carried "under" structure: State highway 176,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2014),  Features Intersected: LA 176 UNDER I-10 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.713,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500510302,  Location: 2.1 MI N OF MUDD AVE (Lat: 30.262750,  Lng: -92.007681),  Route carried "under" structure: State highway 176,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2014),  Features Intersected: LA 176 SB UNDER I-10 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.684,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32804500510302,  Location: 2.2 MI S OF LA 98 (Lat: 30.262669,  Lng: -92.007561),  Route carried "under" structure: State highway 176,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2014),  Features Intersected: LA 176 NB UNDER I-10 EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.673,  Lanes on structure: 2,  Length of Maximum Span: 0.0m