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

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Structure Number: 22600000000041,  Location: 0.2 MI N OF LA 23 (Lat: 29.902311,  Lng: -90.045731),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,500 (year 2016),  Average Future Daily Traffic: 2,750 (year 2036),  Design Load: HL 93,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: GRETNA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 33 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: 5.7m (18.7ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 39.5 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: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 22600000000042,  Location: 0.3 Mi. W. of Gretna BLVD (Lat: 29.907161,  Lng: -90.049689),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 976 (year 2007),  Average Future Daily Traffic: 1,085 (year 2027),  Design Load: HL 93,  Features Intersected: Drain to Verret Canal,  Facility Carried by Structure: Smithway Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 34.0 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 22600000000043,  Location: 0.1 MI N OF LA 23 (Lat: 29.899869,  Lng: -90.043881),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,500 (year 2016),  Average Future Daily Traffic: 2,750 (year 2036),  Design Load: HL 93,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: WHITNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  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: August 2021

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Structure Number: 22600000000044,  Location: Carol Sue @ Whitney AVE (Lat: 29.900100,  Lng: -90.043711),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 250 (year 2016),  Average Future Daily Traffic: 275 (year 2036),  Design Load: HL 93,  Features Intersected: Verret Canal,  Facility Carried by Structure: Carol Sue Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 118.9m (390.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 30.8 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: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 22600000000045,  Location: 0.35 MI N OF LA 23 (Lat: 29.903300,  Lng: -90.043489),  Route carried "on" structure: Ramp County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 500 (year 2016),  Average Future Daily Traffic: 600 (year 2038),  Design Load: HL 93,  Features Intersected: VERRETT CANAL,  Facility Carried by Structure: WHITNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 22600000000046,  Location: 0.4 MI N OF LA 23 (Lat: 29.904131,  Lng: -90.043439),  Route carried "on" structure: Ramp County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 500 (year 2016),  Average Future Daily Traffic: 600 (year 2038),  Design Load: HL 93,  Features Intersected: VERRETT CANAL,  Facility Carried by Structure: WHITNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 22600000000047,  Location: 0.9 MI N OF LA 23 (Lat: 29.910650,  Lng: -90.043019),  Route carried "on" structure: Ramp County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2016),  Average Future Daily Traffic: 600 (year 2038),  Design Load: HL 93,  Features Intersected: VERRETT CANAL,  Facility Carried by Structure: WHITNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 132.3m (434.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 22600000020519,  Location: 1.0 MI. S. OF US 90B (Lat: 29.894131,  Lng: -90.038400),  Route carried "on" structure: State highway 23,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,200 (year 2036),  Design Load: HS 20,  Features Intersected: WEYRAUCH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 62-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2260000002052,  Location: 2.0 MI SOUTH OF US 90B (Lat: 29.883181,  Lng: -90.023900),  Route carried "on" structure: State highway 23,  Year Built: 1992,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,200 (year 2036),  Design Load: HS 20,  Features Intersected: OAKWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.221,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 62-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22600000020533,  Location: .5 MI W OF MANHATTAN BLVD (Lat: 29.903469,  Lng: -90.067461),  Route carried "on" structure: Ramp US 90,  Year Built: 2016,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 6,600 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,443 (year 2033),  Features Intersected: Ground
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 3.943,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 283-09-A,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22602830900125,  Location: 1.3 MI WEST OF LA 23 (Lat: 29.925431,  Lng: -90.040539),  Route carried "on" structure: Ramp US 90,  Year Built: 1987,  Status: Open,  Structure Length: 19.66m (64.50ft),  Average Daily Traffic: 9,660 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,589 (year 2036),  Design Load: HS 20,  Features Intersected: ON RAMP FM SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.117,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 62.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,734,000,  Total Project Cost: $2,601,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830900198,  Location: 1.2 MI WEST OF LA 23 (Lat: 29.922450,  Lng: -90.041900),  Route carried "on" structure: Ramp US 90,  Year Built: 1987,  Status: Open,  Structure Length: 21.88m (71.78ft),  Average Daily Traffic: 9,660 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,589 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RAMP OVER WHITNEY AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.153,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 62.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.46m (73.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,916,000,  Total Project Cost: $2,874,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830900607,  Location: .8 MI WEST OF LA 23 (Lat: 29.919231,  Lng: -90.044581),  Route carried "on" structure: Ramp US 90,  Year Built: 1987,  Status: Open,  Structure Length: 22.92m (75.20ft),  Average Daily Traffic: 9,660 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,084 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RAMP TO STUMPF BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.169,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 62.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.44m (76.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,999,000,  Total Project Cost: $2,998,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830900686,  Location: .7 MI WEST OF LA 23 (Lat: 29.916311,  Lng: -90.045900),  Route carried "on" structure: Ramp US 90,  Year Built: 1987,  Status: Open,  Structure Length: 18.59m (60.99ft),  Average Daily Traffic: 9,660 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,589 (year 2036),  Design Load: HS 20,  Features Intersected: ON RAMP FM STUMPF BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.126,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.32m (63.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,648,000,  Total Project Cost: $2,472,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830900985,  Location: .1 MI WEST OF LA 23 (Lat: 29.914931,  Lng: -90.048169),  Route carried "on" structure: Ramp US 90,  Year Built: 1985,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 9,660 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,084 (year 2036),  Design Load: HS 20,  Features Intersected: ON RAMP ST-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 58.0 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,385,000,  Total Project Cost: $2,077,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830901018,  Location: .4 MI WEST OF LA 23 (Lat: 29.913261,  Lng: -90.050039),  Route carried "on" structure: Ramp US 90,  Year Built: 1985,  Status: Open,  Structure Length: 17.80m (58.40ft),  Average Daily Traffic: 8,940 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,589 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RAMP ST-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.220,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 58.0 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.56m (60.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,583,000,  Total Project Cost: $2,374,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830901223,  Location: .2 MI WEST OF LA 23 (Lat: 29.912269,  Lng: -90.051500),  Route carried "on" structure: ServiceUS 90,  Year Built: 1982,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,600 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,084 (year 2036),  Design Load: HS 20,  Features Intersected: WESTBANK EXPY. EB FR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $114,000,  Total Project Cost: $171,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830901367,  Location: .4 MI WEST OF LA 23 (Lat: 29.911719,  Lng: -90.053531),  Route carried "on" structure: Ramp US 90,  Year Built: 1985,  Status: Open,  Structure Length: 16.89m (55.41ft),  Average Daily Traffic: 7,860 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,084 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RAMP LA-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.8 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.71m (58.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,510,000,  Total Project Cost: $2,265,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830901416,  Location: .01 MI EAST OF LA 23 (Lat: 29.909881,  Lng: -90.055569),  Route carried "on" structure: Ramp US 90,  Year Built: 1985,  Status: Open,  Structure Length: 16.83m (55.22ft),  Average Daily Traffic: 7,860 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,084 (year 2036),  Design Load: HS 20,  Features Intersected: ON RAMP LA-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.106,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.8 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.65m (57.91ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,505,000,  Total Project Cost: $2,257,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830901645,  Location: .2 MI EAST OF LA 23 (Lat: 29.909589,  Lng: -90.057281),  Route carried "on" structure: Ramp US 90,  Year Built: 1985,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 7,860 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,084 (year 2036),  Design Load: HS 20,  Features Intersected: RAMP LA-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.59m (57.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,500,000,  Total Project Cost: $2,250,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830901728,  Location: .3 MI EAST OF LA 23 (Lat: 29.907519,  Lng: -90.059611),  Route carried "on" structure: Ramp US 90,  Year Built: 1985,  Status: Open,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 7,860 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,084 (year 2036),  Design Load: HS 20,  Features Intersected: RAMP LA-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.227,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.8 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.61m (54.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,417,000,  Total Project Cost: $2,125,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22629518900221,  Location: .80 MI.S. OF LAPALCO BLVD (Lat: 29.868711,  Lng: -90.031411),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,000 (year 1988),  Average Future Daily Traffic: 13,600 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU FATMA,  Facility Carried by Structure: WALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2019,  Other Special Inspection Date: Febuary 2020,  Bridge Improvement Cost: $296,000,  Total Project Cost: $444,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629518900222,  Location: .80 MI S. OF LAPALCO BLVD (Lat: 29.868981,  Lng: -90.031761),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,000 (year 1988),  Average Future Daily Traffic: 13,600 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU FATMA,  Facility Carried by Structure: WALL BLVD
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),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.7 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: 44.4 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629520900241,  Location: 0.8 MI W OF LAPALCO BLVD. (Lat: 29.867681,  Lng: -90.040139),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.29m (7.51ft),  Design Load: HS 20,  Features Intersected: WEYRAUCH CANAL,  Facility Carried by Structure: FAIRFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.9 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22629526900261,  Location: 0.3MI.E.OF MANHATTAN (Lat: 29.876450,  Lng: -90.043611),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 30,000 (year 1979),  Average Future Daily Traffic: 51,000 (year 2036),  Design Load: HS 20,  Features Intersected: VERRET CANAL,  Facility Carried by Structure: LAPALCO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.1 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: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22629526900262,  Location: 0.3MI.E.OF MANHATTAN (Lat: 29.876861,  Lng: -90.043169),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 30,000 (year 1979),  Average Future Daily Traffic: 51,000 (year 2036),  Design Load: HS 20,  Features Intersected: VERRET CANAL,  Facility Carried by Structure: LAPALCO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: 26.6 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22629529900141,  Location: 0.1 MI W. OF LA 23 (Lat: 29.881181,  Lng: -90.024031),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.70m (2.30ft),  Design Load: HS 20,  Features Intersected: OAKWOOD CANAL,  Facility Carried by Structure: LAPALCO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 22629536900321,  Location: 0.5 MI. E. OF MANHATTAN (Lat: 29.893661,  Lng: -90.054231),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Design Load: HS 20,  Features Intersected: HEEBE CANAL,  Facility Carried by Structure: Gretna BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $152,000,  Total Project Cost: $228,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22629536900821,  Location: 0.2 M S OF BEHRMAN HWY (Lat: 29.898811,  Lng: -90.014731),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,000 (year 1988),  Average Future Daily Traffic: 1,700 (year 2036),  Design Load: HS 20,  Features Intersected: OUTFALL CANAL,  Facility Carried by Structure: CAROL SUE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 22629538900821,  Location: 0.2 E. OF BEHRMAN HWY. (Lat: 29.894289,  Lng: -90.015019),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 5,000 (year 1989),  Average Future Daily Traffic: 8,500 (year 2036),  Design Load: HS 20,  Features Intersected: OUTFALL CANAL,  Facility Carried by Structure: PARK PLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629545900151,  Location: 0.7M SOUTH OF LA 23 (Lat: 29.874139,  Lng: -90.024669),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,000 (year 1989),  Average Future Daily Traffic: 1,700 (year 2036),  Design Load: HS 20,  Features Intersected: OAKWOOD CANAL,  Facility Carried by Structure: MT. LAUREL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22602830900001,  Location: 0.2 MI E OF LA 18 (Lat: 29.911789,  Lng: -90.053339),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90B WB SERVICE RD EXI
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 0.087,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.2 MI E OF LA 18 (Lat: 29.911489,  Lng: -90.053539),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90B EB SERVICE RD EXI
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: LA 18@US 90B WB (Lat: 29.909839,  Lng: -90.056581),  Route carried "under" structure: State highway 18,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2014),  Features Intersected: LA 18 SB UNDER US 90B WB
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.872,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.2 MI W OF LA 18 (Lat: 29.907981,  Lng: -90.059739),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90B WB SERVICE RD EXI
Minimum Vertical Clearance: 7.10m (23.29ft),  Kilometerpoint: 0.093,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.5 MI NE OF LA 23(STUMPF (Lat: 29.921319,  Lng: -90.042961),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 8,940 (year 2015),  Features Intersected: US 90B EB EXIT TO US 90B
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.050,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.3 MI NE OF LA23 (STUMPF (Lat: 29.919411,  Lng: -90.044200),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 8,940 (year 2015),  Features Intersected: US 90B EB SERVICE RD EXI
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.042,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.01 MI NE OF LA 23(STUMP (Lat: 29.915581,  Lng: -90.047200),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 8,940 (year 2015),  Features Intersected: US 90B WB EXIT TO US90B
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.074,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.5 MI S OF LA 466 (Lat: 29.915269,  Lng: -90.047319),  Route carried "under" structure: State highway 23,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Features Intersected: LA 23 NB (STUMPF) UNDER
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.040,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.50MI S OF LA 466 (Lat: 29.915311,  Lng: -90.047539),  Route carried "under" structure: State highway 23,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Features Intersected: LA 23 SB (STUMPF) UNDER
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 2.437,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: LA 18@US 90B WB (Lat: 29.909761,  Lng: -90.056411),  Route carried "under" structure: State highway 18,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2014),  Features Intersected: LA 18 NB UNDER 90B WB
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 5.116,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.01 MI NE OF LA 23 (Lat: 29.915381,  Lng: -90.047069),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 8,940 (year 2015),  Features Intersected: US 90B WB SERVICE RD EXI
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 0.047,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.3 MI NE OF LA 23 (Lat: 29.919239,  Lng: -90.043981),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Features Intersected: US 90B EB SERVICE RD EXI
Minimum Vertical Clearance: 7.71m (25.30ft),  Kilometerpoint: 0.013,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.5 MI NE OF LA 23 (Lat: 29.921169,  Lng: -90.042731),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 8,940 (year 2015),  Features Intersected: US 90B EB SERVICE RD EXI
Minimum Vertical Clearance: 7.35m (24.11ft),  Kilometerpoint: 0.023,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.5 MI S OF LA 466 (Lat: 29.915100,  Lng: -90.047169),  Route carried "under" structure: State highway 23,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Features Intersected: LA 23 NB UNDER US 90B EB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.5 MI S OF LA 466 (Lat: 29.915131,  Lng: -90.047389),  Route carried "under" structure: State highway 23,  Structure Length: 0. m,  Features Intersected: LA 23 SB UNDER US 90B EB
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 2.461,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.2 MI E OF LA 18 (Lat: 29.911561,  Lng: -90.053261),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90B WB SERVICE RD EXI
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.061,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.2 MI E OF LA 18 (Lat: 29.911311,  Lng: -90.053439),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90B EB SERVICE RD EXI
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.042,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: LA 18 UNDER US 90B EB (Lat: 29.909569,  Lng: -90.056261),  Route carried "under" structure: State highway 18,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2014),  Features Intersected: LA 18 NB UNDER US 90B EB
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 5.092,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: LA 18 UNDER US 90B EB (Lat: 29.909639,  Lng: -90.056450),  Route carried "under" structure: State highway 18,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2014),  Features Intersected: LA 18 SB UNDER US 90B EB
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.896,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.2 MI W OF LA 18 (Lat: 29.907750,  Lng: -90.059611),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90B WB SERVICE RD EXI
Minimum Vertical Clearance: 7.25m (23.79ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830901018,  Location: 0.4 mi W of LA 23 (Lat: 29.918869,  Lng: -90.044800),  Route carried "under" structure: Business US 90,  Structure Length: 0. m,  Average Daily Traffic: 8,940 (year 2016),  Truck Traffic: 25%,  Features Intersected: US 90 B crossover
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.220,  Lanes on structure: 1,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830901367,  Location: 0.2 MI E OF LA 18 (Lat: 29.911600,  Lng: -90.053700),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 8,940 (year 2015),  Features Intersected: US 90B EB SERVICE RD EXI
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.085,  Lanes on structure: 1,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830901728,  Location: 0.2 MI W OF LA 18 (Lat: 29.907611,  Lng: -90.059481),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US90B WB SERVICE RD EXIT
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 0.047,  Lanes on structure: 1,  Lanes under structure: 1,  Length of Maximum Span: 0.0m