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

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Structure Number: 35100040612081,  Location: 0.26 MI S of LA 3211 (Lat: 29.809539,  Lng: -91.510200),  Route carried "on" structure: State highway 182,  Year Built: 2001,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,000 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,810 (year 2036),  Design Load: HS 20,  Features Intersected: YOKELY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.309,  Lanes on structure: 3,  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: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35100040702071,  Location: 2.07 MI SOUTH OF LA 87 (Lat: 29.771811,  Lng: -91.484000),  Route carried "on" structure: State highway 182,  Year Built: 1930,  Status: Posted for load,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 3,300 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,610 (year 2036),  Design Load: H 15,  Features Intersected: HANSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.291,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $478,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35104080203871,  Location: 3.87 MI SOUTH OF LA 323 (Lat: 29.801089,  Lng: -91.457700),  Route carried "on" structure: State highway 87,  Year Built: 1952,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 29 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 49 (year 2036),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.170,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $241,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 35104083100091,  Location: 0.09 MI WEST OF LA 87 (Lat: 29.802900,  Lng: -91.490300),  Route carried "on" structure: State highway 322,  Year Built: 1971,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 1,040 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,768 (year 2036),  Design Load: HS 20,  Features Intersected: B TECHE STERLING
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Wood or Timber

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Structure Number: 35104240508802,  Location: 2.05 MI W of LA 3211 (Lat: 29.816319,  Lng: -91.542400),  Route carried "on" structure: US 90,  Year Built: 1978,  Status: Open,  Structure Length: 89.12m (292.39ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,604 (year 2035),  Design Load: HS 20,  Features Intersected: CHARENTON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.730,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 424-05-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 31.7m (104.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 36,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240510601,  Location: US 90 EB over LA 3211 (Lat: 29.799339,  Lng: -91.534500),  Route carried "on" structure: US 90,  Year Built: 2001,  Status: Open,  Structure Length: 59.74m (196.00ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,012 (year 2036),  Design Load: HS 20,  Features Intersected: US 90 OVER LA 3211
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.276,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 424-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 35104240510602,  Location: US 90 WB over LA 3211 (Lat: 29.794131,  Lng: -91.532800),  Route carried "on" structure: US 90,  Year Built: 2001,  Status: Open,  Structure Length: 59.74m (196.00ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,828 (year 2036),  Design Load: HS 20,  Features Intersected: US 90 OVER LA 3211
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.011,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 424-05-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 28.8 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 35104240511601,  Location: 0.76 Mi SE of LA 3211 (Lat: 29.786969,  Lng: -91.529311),  Route carried "on" structure: US 90,  Year Built: 1979,  Status: Open,  Structure Length: 97.44m (319.69ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,420 (year 2035),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.779,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 424-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 19 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 42.7m (140.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 46,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240511602,  Location: 4.50 Mi W of LA 3215 (Lat: 29.782450,  Lng: -91.520619),  Route carried "on" structure: US 90,  Year Built: 1979,  Status: Open,  Structure Length: 99.49m (326.41ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,420 (year 2035),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.153,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 424-05-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 19 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 42.7m (140.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 48,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240514401,  Location: 3.6 MI EAST OF LA 3211 (Lat: 29.765400,  Lng: -91.488611),  Route carried "on" structure: US 90,  Year Built: 1980,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,512 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,463 (year 2040),  Design Load: HS 20,  Features Intersected: HANSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.376,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 424-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240514402,  Location: 1.64 MI W of LA 3215 (Lat: 29.765461,  Lng: -91.488169),  Route carried "on" structure: US 90,  Year Built: 1980,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,420 (year 2035),  Design Load: HS 20,  Features Intersected: HANSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.499,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 424-05-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  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: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240514403,  Location: 3.6 MI EAST OF LA 3211 (Lat: 29.765231,  Lng: -91.488789),  Route carried "on" structure: ServiceUS 90,  Year Built: 1980,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 951 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,046 (year 2040),  Design Load: HS 20,  Features Intersected: HANSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.009,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240514404,  Location: 1.63 MI NW of LA 3215 (Lat: 29.765650,  Lng: -91.488039),  Route carried "on" structure: ServiceUS 90,  Year Built: 1980,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,180 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,570 (year 2035),  Design Load: HS 20,  Features Intersected: HANSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.276,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

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: 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: December 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240515761,  Location: US 90 EB over LA 3215 (Lat: 29.757481,  Lng: -91.467839),  Route carried "on" structure: US 90,  Year Built: 1980,  Status: Open,  Structure Length: 47.37m (155.41ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,420 (year 2035),  Design Load: HS 20,  Features Intersected: LA 3215,BNSF,Alice C Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.613,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 424-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 8,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240515762,  Location: US 90 WB over LA 3215 (Lat: 29.758250,  Lng: -91.463019),  Route carried "on" structure: US 90,  Year Built: 1980,  Status: Open,  Structure Length: 47.37m (155.41ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,420 (year 2035),  Design Load: HS 20,  Features Intersected: LA 3215,BNSF,Alice C Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.837,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 424-05-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 17,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35104240517071,  Location: .95 Mi E of LA 3215 (Lat: 29.752769,  Lng: -91.449569),  Route carried "on" structure: US 90,  Year Built: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 21,800 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,700 (year 2035),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.563,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 424-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 92.1m (302.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $333,000 ( Estimate for 2015)

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Structure Number: 35108510400171,  Location: 0.017 M E OF LA 182 (Lat: 29.878881,  Lng: -91.586200),  Route carried "on" structure: State highway 670,  Year Built: 1990,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 800 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,360 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 18.6m (61.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: June 2018,  Deck Structure Type: Open Grating

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Structure Number: 35108510900241,  Location: 0.25 Mi SW of LA 87 (Lat: 29.792081,  Lng: -91.498200),  Route carried "on" structure: State highway 3069,  Year Built: 1963,  Status: Posted for load,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,400 (year 2036),  Design Load: H 15,  Features Intersected: B TECHE FRANKLIN
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 10.82m (35.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $923,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,384,000 ( Estimate for 2015),  Deck Structure Type: Open Grating

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Structure Number: 35129407911461,  Location: 0.70 MI S of US 90 (Lat: 29.680961,  Lng: -91.234519),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 350 (year 1978),  Average Future Daily Traffic: 595 (year 2035),  Design Load: HS 20,  Features Intersected: SIMMONS BAYOU,  Facility Carried by Structure: Landfill Ln.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35129445912721,  Location: 0.8 Mi. W. of LA 317 (Lat: 29.740089,  Lng: -91.452000),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,220 (year 1971),  Average Future Daily Traffic: 2,074 (year 2035),  Design Load: HS 20,  Features Intersected: Yellow Bayou Canal,  Facility Carried by Structure: Alice C. Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35129457912601,  Location: 0.1 Mi N of La 182 (Lat: 29.761700,  Lng: -91.433669),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 575 (year 1978),  Average Future Daily Traffic: 977 (year 2035),  Design Load: HS 20,  Features Intersected: TECHE BAYOU,  Facility Carried by Structure: Centerville Br Rd.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 18.0m (59.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 19,  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: Satisfactory,  Channel: Good,  Operating Rating: 28.2 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: 21.7 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Open Grating

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Structure Number: 35129471913121,  Location: 1.2 Mi. W of LA 182 (Lat: 29.785731,  Lng: -91.519739),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,350 (year 1971),  Average Future Daily Traffic: 2,295 (year 2035),  Design Load: HS 15,  Features Intersected: COULEE,  Facility Carried by Structure: Willow St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35129471913141,  Location: 1.1 Mi S of LA 3211 (Lat: 29.785231,  Lng: -91.523461),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 1,950 (year 1982),  Average Future Daily Traffic: 3,315 (year 2035),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL,  Facility Carried by Structure: Chatsworth Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 27.2 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: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Wood or Timber

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Structure Number: 35129475913181,  Location: 1.0 Mi S of LA 3211 (Lat: 29.792119,  Lng: -91.528931),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 30 (year 1982),  Average Future Daily Traffic: 51 (year 2035),  Design Load: HS 20,  Features Intersected: YOKELY BAYOU,  Facility Carried by Structure: Lagrange Rob. Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present 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: April 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35129476913071,  Location: 0.71 SW of LA 3069 (Lat: 29.791461,  Lng: -91.509450),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 300 (year 1978),  Average Future Daily Traffic: 510 (year 2035),  Design Load: H 15,  Features Intersected: CANAL,  Facility Carried by Structure: 5th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 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: Equal to 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35129479913151,  Location: 0.3 Mi S of LA 3211 (Lat: 29.797681,  Lng: -91.523911),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,770 (year 1971),  Average Future Daily Traffic: 3,009 (year 2035),  Design Load: HS 20,  Features Intersected: Yokely Bayou,  Facility Carried by Structure: Chatsworth Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.7 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: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35129485913071,  Location: 0.3 Mi S of LA 3211 (Lat: 29.808211,  Lng: -91.512489),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 500 (year 1978),  Average Future Daily Traffic: 850 (year 2035),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: Barrow St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35104240510601,  Location: 1.77 miles S of LA 182 (Lat: 29.796811,  Lng: -91.533719),  Route carried "under" structure: State highway 3211,  Structure Length: 0. m,  Average Daily Traffic: 2,450 (year 2016),  Features Intersected: LA 3211 SB under US 90 E
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.840,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 35104240510601,  Location: .13 miles N of 90 F. Rd. (Lat: 29.796589,  Lng: -91.533850),  Route carried "under" structure: State highway 3211,  Structure Length: 0. m,  Average Daily Traffic: 2,450 (year 2016),  Features Intersected: LA 3211 NB under US 90 E
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 35104240510602,  Location: .15 miles N of 90 F. Rd. (Lat: 29.796661,  Lng: -91.533531),  Route carried "under" structure: State highway 3211,  Structure Length: 0. m,  Average Daily Traffic: 2,450 (year 2016),  Features Intersected: LA 3211 NB under US 90 W
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 35104240510602,  Location: 1.7 miles S of LA 182 (Lat: 29.796869,  Lng: -91.533439),  Route carried "under" structure: State highway 3211,  Structure Length: 0. m,  Average Daily Traffic: 2,450 (year 2016),  Features Intersected: LA 3211 SB under US 90 W
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.813,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 35104240515761,  Location: 2.0 miles W of LA 317 (Lat: 29.757889,  Lng: -91.463581),  Route carried "under" structure: State highway 3215,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2016),  Features Intersected: LA 3215 under US 90 EB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.089,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 35104240515762,  Location: 2.0 miles W of LA 317 (Lat: 29.758131,  Lng: -91.463611),  Route carried "under" structure: State highway 3215,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2016),  Features Intersected: LA 3215 under US 90 WB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.116,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m