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

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Structure Number: 610300000610181,  Location: 0.2 OF A MILE NORTH OF LA (Lat: 30.221031,  Lng: -90.821400),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5 (year 2019),  Average Future Daily Traffic: 17 (year 2036),  Design Load: HS 20,  Features Intersected: NEW RIVER,  Facility Carried by Structure: Rountree Rd
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: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.4 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: 35.0 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: April 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610300000610356,  Location: 0.1 MILES NORTH OF LA.429 (Lat: 30.225281,  Lng: -90.854300),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 35 (year 2019),  Average Future Daily Traffic: 47 (year 2036),  Design Load: HS 20,  Features Intersected: NEW RIVER,  Facility Carried by Structure: Village Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.2 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610300070602291,  Location: 3.2 MI S LA 22 (NB LANE) (Lat: 30.159731,  Lng: -90.813811),  Route carried "on" structure: US 61,  Year Built: 1981,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,050 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,996 (year 2036),  Design Load: HS 20,  Features Intersected: AIRLINE DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.579,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610300070602292,  Location: 3.2 M SE of US 61&LA 22 (Lat: 30.159631,  Lng: -90.813919),  Route carried "on" structure: US 61,  Year Built: 1954,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,050 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,996 (year 2036),  Design Load: HS 20,  Features Intersected: AIRLINE DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.179,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-06-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $390,000,  Total Project Cost: $585,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610300070603801,  Location: 1.7 MI S LA 22 (NB LANE) (Lat: 30.174150,  Lng: -90.832611),  Route carried "on" structure: US 61,  Year Built: 1981,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,050 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,996 (year 2036),  Design Load: HS 20,  Features Intersected: AIRLINE DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.995,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610300070603802,  Location: 1.7 M SE of US 61&LA 22 (Lat: 30.174039,  Lng: -90.832731),  Route carried "on" structure: US 61,  Year Built: 1954,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,050 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,996 (year 2036),  Design Load: HS 20,  Features Intersected: AIRLINE DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-06-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $332,000,  Total Project Cost: $498,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610300070604531,  Location: 1.0 MI S LA 22 (NB LANE) (Lat: 30.181019,  Lng: -90.841569),  Route carried "on" structure: US 61,  Year Built: 1981,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,050 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,996 (year 2036),  Design Load: HS 20,  Features Intersected: AIRLINE DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.147,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610300070604532,  Location: 1 M SE of US 61&LA 22 (Lat: 30.180911,  Lng: -90.841681),  Route carried "on" structure: US 61,  Year Built: 1954,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,050 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,996 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.624,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-06-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $275,000,  Total Project Cost: $412,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610300070700611,  Location: 0.62 M NW of US 61&LA 22 (Lat: 30.196731,  Lng: -90.861989),  Route carried "on" structure: US 61,  Year Built: 1956,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,750 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,750 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.995,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $143,000,  Total Project Cost: $214,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610300070701091,  Location: 1.2 M NW of US 61&LA 22 (Lat: 30.203111,  Lng: -90.870261),  Route carried "on" structure: US 61,  Year Built: 1956,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,750 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,750 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.047,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 7-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610302660106851,  Location: 0.6 M SW of LA 22&LA 70 (Lat: 30.160139,  Lng: -90.886811),  Route carried "on" structure: State highway 22,  Year Built: 1950,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,610 (year 2036),  Design Load: H 15,  Features Intersected: PANAMA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.018,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $257,000,  Total Project Cost: $385,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610302660108101,  Location: 0.1 M NORTH I-10 & LA 22 (Lat: 30.175561,  Lng: -90.873369),  Route carried "on" structure: State highway 22,  Year Built: 1990,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,032 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU CONWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.163,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 266-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.9 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610302660108102,  Location: 0.1 M NORTH I-10 & LA 22 (Lat: 30.175669,  Lng: -90.873539),  Route carried "on" structure: State highway 22,  Year Built: 1990,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,032 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU CONWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 266-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610302660200471,  Location: LA0022 (Lat: 30.195850,  Lng: -90.848569),  Route carried "on" structure: State highway 22,  Year Built: 1954,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,360 (year 2036),  Design Load: H 15,  Features Intersected: BAYOU FRANCOIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.818,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $390,000,  Total Project Cost: $585,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610302660203471,  Location: LA0022 (Lat: 30.218781,  Lng: -90.821111),  Route carried "on" structure: State highway 22,  Year Built: 1959,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 9,300 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,570 (year 2036),  Design Load: H 15,  Features Intersected: NEW RIVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.620,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $390,000,  Total Project Cost: $585,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610302670200351,  Location: LA0431 (Lat: 30.213719,  Lng: -90.876361),  Route carried "on" structure: State highway 431,  Year Built: 1958,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 12,200 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,620 (year 2036),  Design Load: H 15,  Features Intersected: BAYOU FRANCOIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $332,000,  Total Project Cost: $498,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610302670201371,  Location: 1.37 MI NE JCT US 61 (Lat: 30.225861,  Lng: -90.869569),  Route carried "on" structure: State highway 431,  Year Built: 1982,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 12,200 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,620 (year 2036),  Design Load: HS 20,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.192,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 36.6 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610302670202161,  Location: 2.16 MI N JCT US 61 (Lat: 30.237139,  Lng: -90.869950),  Route carried "on" structure: State highway 431,  Year Built: 1983,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 12,200 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,620 (year 2036),  Design Load: HS 20,  Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.442,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610304070900461,  Location: 0.5 Mi. S. of LA 943 (Lat: 30.079911,  Lng: -91.026461),  Route carried "on" structure: State highway 308,  Year Built: 1963,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 1,490 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,618 (year 2036),  Design Load: HS 20,  Features Intersected: BELLE TERRE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $213,000,  Total Project Cost: $319,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610304260301271,  Location: 1.9 M S of LA 70&LA 22 (Lat: 30.140011,  Lng: -90.872589),  Route carried "on" structure: State highway 70,  Year Built: 1966,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 22,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,380 (year 2036),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.020,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 426-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.9m (75.1ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610304260301681,  Location: 1.4 M S of LA 70&LA 22 (Lat: 30.145939,  Lng: -90.873639),  Route carried "on" structure: State highway 70,  Year Built: 1966,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 22,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,380 (year 2036),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 426-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 62.5 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: 48.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610304260301921,  Location: LA3089 (Lat: 30.149511,  Lng: -90.874289),  Route carried "on" structure: State highway 70,  Year Built: 1966,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 22,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,380 (year 2036),  Design Load: HS 20,  Features Intersected: PANAMA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.082,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 426-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610304260302451,  Location: 0.7 M S of LA 70&LA 22 (Lat: 30.156781,  Lng: -90.876611),  Route carried "on" structure: State highway 70,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 22,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,380 (year 2036),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.928,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 426-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.1m (62.7ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610304501113651,  Location: 0.3 M SE of I-10&LA 941 (Lat: 30.175761,  Lng: -90.886539),  Route carried "on" structure: Interstate 10,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 35,950 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,444 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.088,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-11-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.5 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: 40.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610304501113652,  Location: 0.3 M SE of I-10&LA 941 (Lat: 30.176350,  Lng: -90.886319),  Route carried "on" structure: Interstate 10,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 35,950 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,444 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.809,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-11-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 58.6 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: 45.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610304501114301,  Location: JCT LA 22 & I-10 (Lat: 30.171719,  Lng: -90.877289),  Route carried "on" structure: Interstate 10,  Year Built: 1979,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 35,950 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,444 (year 2036),  Design Load: HS 20,  Features Intersected: I-10 OVER LA 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.084,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-11-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 22.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610304501114302,  Location: JCT LA 22 & I-10 (Lat: 30.172089,  Lng: -90.876981),  Route carried "on" structure: Interstate 10,  Year Built: 1979,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 35,950 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,444 (year 2036),  Design Load: HS 20,  Features Intersected: I-10 OVER LA 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.731,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-11-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 22.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 610304501117621,  Location: 0.3M SE JCT I-10 & LA 44 (Lat: 30.157089,  Lng: -90.824750),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 24,300 (year 2016),  Truck Traffic: 28%,  Average Future Daily Traffic: 47,634 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU CONWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.402,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-11-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 34.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610304501117622,  Location: 0.3M SE JCT I-10 & LA 44 (Lat: 30.157350,  Lng: -90.824739),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 24,300 (year 2016),  Truck Traffic: 28%,  Average Future Daily Traffic: 47,634 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU CONWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.471,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 450-11-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 34.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610304501118472,  Location: JCT of I-10 & US 61 (Lat: 30.154411,  Lng: -90.810969),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 56.33m (184.81ft),  Average Daily Traffic: 24,300 (year 2016),  Truck Traffic: 28%,  Average Future Daily Traffic: 47,634 (year 2036),  Design Load: HS 20,  Features Intersected: US 61 & KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.600,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-11-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610304501118501,  Location: JCT of I-10 & US 61 (Lat: 30.154081,  Lng: -90.810481),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 54.59m (179.10ft),  Average Daily Traffic: 24,300 (year 2016),  Truck Traffic: 28%,  Average Future Daily Traffic: 47,634 (year 2036),  Design Load: HS 20,  Features Intersected: US 61 & KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.813,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-11-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.9 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610304501118667,  Location: I0010 (Lat: 30.153561,  Lng: -90.807911),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 19.39m (63.62ft),  Average Daily Traffic: 4,860 (year 2016),  Truck Traffic: 28%,  Average Future Daily Traffic: 7,939 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RP TO S US61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610308031002341,  Location: LA 0935 (Lat: 30.239231,  Lng: -90.831811),  Route carried "on" structure: State highway 935,  Year Built: 1960,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,720 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,298 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU BLACK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.742,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 25.6 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: 19.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610308031003951,  Location: LA0935 (Lat: 30.219689,  Lng: -90.837611),  Route carried "on" structure: State highway 935,  Year Built: 1960,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,720 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,298 (year 2036),  Design Load: HS 20,  Features Intersected: NEW RIVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.354,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610308032201811,  Location: 1.5 M E of LA 936&LA 22 (Lat: 30.196639,  Lng: -90.822750),  Route carried "on" structure: State highway 936,  Year Built: 1962,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,836 (year 2036),  Design Load: HS 20,  Features Intersected: NEELEY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.916,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610308032400061,  Location: LA0937 (Lat: 30.211569,  Lng: -90.819139),  Route carried "on" structure: State highway 937,  Year Built: 1962,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,836 (year 2036),  Design Load: HS 20,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610308032400721,  Location: 1.8 M E of LA 22&LA 935 (Lat: 30.211631,  Lng: -90.807989),  Route carried "on" structure: State highway 937,  Year Built: 1962,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,836 (year 2036),  Design Load: HS 20,  Features Intersected: ANDERSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.168,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610308032700981,  Location: LA0941 (Lat: 30.197289,  Lng: -90.886489),  Route carried "on" structure: State highway 941,  Year Built: 1966,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 3,200 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,270 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU CONWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.566,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $392,000,  Total Project Cost: $588,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610308032702381,  Location: JCT of I-10 & LA 941 (Lat: 30.178119,  Lng: -90.889331),  Route carried "on" structure: State highway 941,  Year Built: 1979,  Status: Open,  Structure Length: 14.45m (47.41ft),  Average Daily Traffic: 3,200 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,270 (year 2036),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.813,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.36m (50.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,310,000,  Total Project Cost: $1,965,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610330130905001,  Location: 0.2 MI N OF LA 22 (Lat: 30.219289,  Lng: -90.834811),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 40 (year 2019),  Design Load: H 15,  Features Intersected: NEW RIVER,  Facility Carried by Structure: John Savoy Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 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: Equal to 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: January 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber