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

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Structure Number: 22600000020536,  Location: 0.8 MI W OF LA 18 (Lat: 29.903561,  Lng: -90.067389),  Route carried "on" structure: Ramp US 90,  Year Built: 2017,  Status: Open,  Structure Length: 28.80m (94.49ft),  Average Daily Traffic: 7,701 (year 2013),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,443 (year 2033),  Design Load: Greater than HL93,  Features Intersected: ON RAMP (RAMP 7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 283-09-C,  Subroute: 35),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 10,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 22629506900211,  Location: 0.01 MI. E. OF LA. 3017 (Lat: 29.839089,  Lng: -90.053019),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Closed,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 2,000 (year 1989),  Average Future Daily Traffic: 3,400 (year 2036),  Design Load: HS 20,  Features Intersected: MURPHY CANAL,  Facility Carried by Structure: BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Imminent failure,  Channel: Satisfactory,  Operating Rating: 19.1 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: 14.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2019,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $222,000,  Total Project Cost: $333,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629518900421,  Location: 3.1 MI.W.OF BELLCHAS (Lat: 29.870089,  Lng: -90.073739),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 81.08m (266.01ft),  Average Daily Traffic: 60,000 (year 1989),  Average Future Daily Traffic: 102,000 (year 2036),  Design Load: HS 20,  Features Intersected: HARVEY CANAL,  Facility Carried by Structure: Lapalco BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 45.4m (149.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 34,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629519900121,  Location: 0.45 MI. E. OF MANHATTAN (Lat: 29.861189,  Lng: -90.039661),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 6,000 (year 1989),  Average Future Daily Traffic: 10,200 (year 2036),  Design Load: HS 20,  Features Intersected: TRAPP CANAL,  Facility Carried by Structure: HARVEY 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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable 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: 22629520900411,  Location: 0.5 MI S. OF LAPALCO BLVD (Lat: 29.868900,  Lng: -90.048211),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,000 (year 1988),  Average Future Daily Traffic: 3,400 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU FATMA,  Facility Carried by Structure: MANHATTAN BLVD
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629520900412,  Location: 0.5 M S OF LAPALCO BLVD (Lat: 29.869161,  Lng: -90.048339),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 9,700 (year 1989),  Average Future Daily Traffic: 16,490 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU FATMA,  Facility Carried by Structure: MANHATTAN BLVD
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),  Skew: 10 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: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.4 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: 42.8 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629521900521,  Location: 0.6 MI E OF LA 45 (Lat: 29.867800,  Lng: -90.087150),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.31m (4.30ft),  Design Load: HS 20,  Features Intersected: COUSINS CANAL,  Facility Carried by Structure: COUSINS 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: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 29.0m (95.1ft)

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

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Structure Number: 22629524900322,  Location: 0.4 MI. W. OF MANHAT (Lat: 29.873331,  Lng: -90.053300),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,000 (year 1979),  Average Future Daily Traffic: 3,400 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU FATMA,  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: 12.8m (42.0ft),  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: 12.3m (40.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22629524900361,  Location: O.1 MI.N. OF LAPALCO BLVD (Lat: 29.874689,  Lng: -90.058450),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 1979),  Average Future Daily Traffic: 5,100 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU FATMA,  Facility Carried by Structure: BROOKLYN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.2 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: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $76,000,  Total Project Cost: $114,000 ( Estimate for 2016)

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Structure Number: 22629524900381,  Location: 0.9MI.W.OF MANHATTAN (Lat: 29.872681,  Lng: -90.064061),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 20,000 (year 1979),  Average Future Daily Traffic: 34,000 (year 2036),  Design Load: HS 20,  Features Intersected: MURPHY CANAL,  Facility Carried by Structure: Lapalco BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.4 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: 32.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629524900391,  Location: 0.3 MI.E OF PETERS R (Lat: 29.874081,  Lng: -90.064669),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 750 (year 1979),  Average Future Daily Traffic: 1,275 (year 2036),  Design Load: HS 20,  Features Intersected: GARDERE CANAL,  Facility Carried by Structure: BREAUX AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.5 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22629528900212,  Location: 0.1MI.W.OF WALL BLVD (Lat: 29.879419,  Lng: -90.034131),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,000 (year 1979),  Average Future Daily Traffic: 8,500 (year 2036),  Design Load: HS 20,  Features Intersected: FORTADO 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: 12.2m (40.0ft),  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: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22629528900511,  Location: 1 MI E. OF BARATARIA BLVD (Lat: 29.881789,  Lng: -90.083161),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 450 (year 1980),  Average Future Daily Traffic: 765 (year 2036),  Design Load: HS 20,  Features Intersected: SWIFT CANAL,  Facility Carried by Structure: PATRIOT ST
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.6 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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: 22629529900142,  Location: 0.1MI.W OF BELLCHASE (Lat: 29.881350,  Lng: -90.023939),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 20,000 (year 1979),  Average Future Daily Traffic: 34,000 (year 2036),  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: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22629530900331,  Location: 0.1 MI. EAST OF MANHATTAN (Lat: 29.879331,  Lng: -90.053319),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 500 (year 1980),  Average Future Daily Traffic: 850 (year 2036),  Design Load: HS 20,  Features Intersected: 3 MILE CANAL,  Facility Carried by Structure: 11TH ST
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.3 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22629531900311,  Location: 0.6 MI N OF LAPALCO BLVD (Lat: 29.883081,  Lng: -90.052989),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,000 (year 1979),  Average Future Daily Traffic: 3,400 (year 2036),  Design Load: HS 20,  Features Intersected: THREE MILE CANAL,  Facility Carried by Structure: MANHATTAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 22629538900411,  Location: 0.3 MI. S. OF W.B. EXPRWY (Lat: 29.896061,  Lng: -90.067550),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 1980),  Average Future Daily Traffic: 1,700 (year 2036),  Design Load: HS 20,  Features Intersected: GARDERE CANAL,  Facility Carried by Structure: Napolean Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Very good,  Culverts: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22600000020536,  Location: .08 MI. W. OF MANHATTEN (Lat: 29.903219,  Lng: -90.067961),  Route carried "under" structure: Ramp US 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2013),  Truck Traffic: 13%,  Features Intersected: US90 ON RAMP(7) UNDER OF
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.039,  Lanes on structure: 1,  Lanes under structure: 1,  Length of Maximum Span: 8.4m (27.6ft)

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Structure Number: 22602830900001,  Location: 0.4 MI W OF LA 18 (Lat: 29.906081,  Lng: -90.062750),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90 EB SERVICE RD EXIT
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 0.058,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.7 MI W OF LA 18 (Lat: 29.903811,  Lng: -90.066581),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90 EB SERVICE RD EXIT
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.060,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.3 MI E OF LA 3017 (Lat: 29.900100,  Lng: -90.073339),  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: 11.77m (38.62ft),  Kilometerpoint: 0.074,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.2 MI E OF LA 3017 (Lat: 29.899800,  Lng: -90.073889),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90 EB SERVICE RD EXIT
Minimum Vertical Clearance: 15.73m (51.61ft),  Kilometerpoint: 0.053,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: LA 3017 UNDER US 90B WB (Lat: 29.898819,  Lng: -90.078069),  Route carried "under" structure: State highway 3017,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 2016),  Features Intersected: LA 3017 NB UNDER US 90B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.181,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: LA 3017 UNDER US 90B WB (Lat: 29.898931,  Lng: -90.078189),  Route carried "under" structure: State highway 3017,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 2016),  Features Intersected: LA 3017 SB UNDER US 90B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.102,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: LA 3018@US 90B (Lat: 29.898139,  Lng: -90.081181),  Route carried "under" structure: State highway 3018,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2014),  Features Intersected: LA 3018 UNDER US 90B WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.081,  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 E OF LA 3018 (Lat: 29.897119,  Lng: -90.084589),  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: 18.81m (61.71ft),  Kilometerpoint: 0.072,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900001,  Location: 0.4 MI E OF LA 3018 (Lat: 29.896319,  Lng: -90.087911),  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: 7.38m (24.21ft),  Kilometerpoint: 0.069,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.4 MI E OF LA 3018 (Lat: 29.896100,  Lng: -90.087900),  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: 7.74m (25.39ft),  Kilometerpoint: 0.043,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.4 MI W OF LA 18 (Lat: 29.905831,  Lng: -90.062669),  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: 7.96m (26.12ft),  Kilometerpoint: 0.027,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.7 MI W OF LA 18 (Lat: 29.903600,  Lng: -90.066500),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90 EB SERVICE RD EXIT
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.034,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.3 MI E OF LS 3017 (Lat: 29.899881,  Lng: -90.073311),  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: 12.92m (42.39ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: 0.2 MI E OF LA 3017 (Lat: 29.899550,  Lng: -90.073861),  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: 15.70m (51.51ft),  Kilometerpoint: 0.026,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: LA 3017 UNDER US 90B EB (Lat: 29.898339,  Lng: -90.077900),  Route carried "under" structure: State highway 3017,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 2016),  Features Intersected: LA 3017 NB UNDER US 90B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.126,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: LA 3017 UNDER US 90B EB (Lat: 29.898461,  Lng: -90.078039),  Route carried "under" structure: State highway 3017,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 2016),  Features Intersected: LA 3017 SB UNDER US 90B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830900002,  Location: LA 3018@US 90B (Lat: 29.897669,  Lng: -90.081011),  Route carried "under" structure: State highway 3018,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2014),  Features Intersected: LA 3018 UNDER US 90B EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.136,  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 E OF LA 3018 (Lat: 29.896800,  Lng: -90.084639),  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: 18.35m (60.20ft),  Kilometerpoint: 0.037,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22602830902037,  Location: 0.4 MI W OF LA 18(LAF) (Lat: 29.906200,  Lng: -90.062900),  Route carried "under" structure: ServiceUS 90,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2015),  Features Intersected: US 90 EB SERVICE RD EXIT
Minimum Vertical Clearance: 8.38m (27.49ft),  Kilometerpoint: 0.077,  Lanes on structure: 1,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830903615,  Location: 0.4 MI W OF LA 3018 (Lat: 29.896400,  Lng: -90.087911),  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: 6.46m (21.19ft),  Kilometerpoint: 0.077,  Lanes on structure: 1,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22602830903648,  Location: 0.4 MI W OF LA 3018 (Lat: 29.895939,  Lng: -90.087839),  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: 5.67m (18.60ft),  Kilometerpoint: 0.024,  Lanes on structure: 1,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 22629518900421,  Location: 1.93 MI S OF US 90B (Lat: 29.871631,  Lng: -90.068411),  Route carried "under" structure: State highway 3017,  Structure Length: 0. m,  Average Daily Traffic: 7,700 (year 2016),  Features Intersected: LA 3017 SB UNDER LAPALCO
Minimum Vertical Clearance: 11.86m (38.91ft),  Kilometerpoint: 4.023,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 22629518900421,  Location: 1.94 MI S OF US 90B (Lat: 29.871469,  Lng: -90.068231),  Route carried "under" structure: State highway 3017,  Structure Length: 0. m,  Average Daily Traffic: 7,700 (year 2016),  Features Intersected: LA 3017 NB UNDER LAPALCO
Minimum Vertical Clearance: 11.80m (38.71ft),  Kilometerpoint: 4.302,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 0.0m