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

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Structure Number: 625200300201341,  Location: 0.9 M N OF LA 41 (Lat: 30.624300,  Lng: -89.897400),  Route carried "on" structure: State highway 21,  Year Built: 1975,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 5,350 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,833 (year 2036),  Design Load: HS 20,  Features Intersected: BOGUE CHITTO RV. RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.206,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 30-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.6 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: Equal to present desirable 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200300201342,  Location: 0.9 M N OF LA 41 (Lat: 30.625211,  Lng: -89.897500),  Route carried "on" structure: State highway 21,  Year Built: 1975,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 5,350 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,833 (year 2036),  Design Load: HS 20,  Features Intersected: BOGUE CHITTO RV RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.846,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 30-02-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200300201611,  Location: LA0021 (Lat: 30.627969,  Lng: -89.896900),  Route carried "on" structure: State highway 21,  Year Built: 1974,  Status: Open,  Structure Length: 43.34m (142.19ft),  Average Daily Traffic: 5,350 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,833 (year 2036),  Design Load: HS 20,  Features Intersected: BOGUE CHITTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.617,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 30-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200300201612,  Location: LA0021 (Lat: 30.631881,  Lng: -89.896600),  Route carried "on" structure: State highway 21,  Year Built: 1974,  Status: Open,  Structure Length: 43.34m (142.19ft),  Average Daily Traffic: 5,350 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,833 (year 2036),  Design Load: HS 20,  Features Intersected: BOGUE CHITTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.101,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 30-02-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200300202661,  Location: LA0021 (Lat: 30.643000,  Lng: -89.894600),  Route carried "on" structure: State highway 21,  Year Built: 1975,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,350 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,833 (year 2036),  Design Load: HS 20,  Features Intersected: WRIGHT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.299,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 30-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200300202662,  Location: LA0021 (Lat: 30.643431,  Lng: -89.894700),  Route carried "on" structure: State highway 21,  Year Built: 1975,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,350 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,833 (year 2036),  Design Load: HS 20,  Features Intersected: WRIGHT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.805,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 30-02-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200300203521,  Location: .45 MI N,JCT LA21 & LA16 (Lat: 30.655100,  Lng: -89.889300),  Route carried "on" structure: State highway 21,  Year Built: 1987,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 9,700 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,220 (year 2036),  Design Load: HS 20,  Features Intersected: MARIAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.739,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 30-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 29.2 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625200580203941,  Location: 3.5 M N OF LA 435 (Lat: 30.588181,  Lng: -89.871400),  Route carried "on" structure: State highway 41,  Year Built: 1972,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,200 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,268 (year 2036),  Design Load: HS 20,  Features Intersected: BRUSHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.341,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 58-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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

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Structure Number: 625200580204331,  Location: 4.0 M N OF LA 435 (Lat: 30.594819,  Lng: -89.871300),  Route carried "on" structure: State highway 41,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,200 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,268 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.076,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 58-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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

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Structure Number: 625200580300071,  Location: LA0016 (Lat: 30.648931,  Lng: -89.893900),  Route carried "on" structure: State highway 16,  Year Built: 1968,  Status: Posted for load,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,596 (year 2036),  Design Load: H 15,  Features Intersected: WRIGHTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $577,000,  Total Project Cost: $865,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625200580301161,  Location: LA0016 (Lat: 30.647319,  Lng: -89.911300),  Route carried "on" structure: State highway 16,  Year Built: 1968,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,596 (year 2036),  Design Load: H 15,  Features Intersected: HOLDENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.875,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $577,000,  Total Project Cost: $865,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625200580302751,  Location: 2.5 M W OF LA 21 (Lat: 30.648881,  Lng: -89.937800),  Route carried "on" structure: State highway 16,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,596 (year 2036),  Design Load: H 15,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.442,  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: 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: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 17.8 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: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2020,  Bridge Improvement Cost: $156,000,  Total Project Cost: $234,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625200580304441,  Location: LA0016 (Lat: 30.657639,  Lng: -89.964000),  Route carried "on" structure: State highway 16,  Year Built: 1968,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,596 (year 2036),  Design Load: H 15,  Features Intersected: TALLEYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.183,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $577,000,  Total Project Cost: $865,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625202691004801,  Location: LA0040 (Lat: 30.624931,  Lng: -89.948400),  Route carried "on" structure: State highway 40,  Year Built: 1956,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,340 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,018 (year 2036),  Design Load: H 15,  Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.575,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625202691006071,  Location: LA0040 (Lat: 30.620931,  Lng: -89.929500),  Route carried "on" structure: State highway 40,  Year Built: 1956,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,340 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,018 (year 2036),  Design Load: H 15,  Features Intersected: SIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.600,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 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: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625230357895221,  Location: 4.5 MI N OF JCT 435 & 41 (Lat: 30.595331,  Lng: -89.868819),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 38 (year 2036),  Design Load: HS 20,  Features Intersected: BRUSHY BRANCH,  Facility Carried by Structure: Lock #2 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: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 17.2 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: 13.3 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625230366895681,  Location: 0.72M SOUTH OF LA 40 (Lat: 30.612811,  Lng: -89.947369),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 140 (year 1992),  Average Future Daily Traffic: 106 (year 2036),  Design Load: HS 20,  Features Intersected: SIMMONS CREEK,  Facility Carried by Structure: Lavinghouse 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),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 24.0 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: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625230382895221,  Location: RT 778 1.55 MI E OF (Lat: 30.639581,  Lng: -89.870081),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 110 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Lock # 3 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),  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: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 18.1 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: 12.0 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625230398895451,  Location: 1.0.MI. NORTH.OF.LA. (Lat: 30.664339,  Lng: -89.908511),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 2018,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 122 (year 2020),  Average Future Daily Traffic: 134 (year 2040),  Design Load: H 10,  Features Intersected: WRIGHTS Cr,  Facility Carried by Structure: KING'S Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: September 2019,  Other Special Inspection Date: Febuary 2020,  Bridge Improvement Cost: $189,000,  Total Project Cost: $283,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625900300300521,  Location: LA 21 (Lat: 30.675219,  Lng: -89.879200),  Route carried "on" structure: State highway 21,  Year Built: 1932,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,700 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,150 (year 2036),  Design Load: H 15,  Features Intersected: HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.056,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 30-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  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: 23.8m (78.1ft),  Out-to-Out Width: 46.8m (153.5ft)

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

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Structure Number: 625900300301181,  Location: LA 21 (Lat: 30.682569,  Lng: -89.878000),  Route carried "on" structure: State highway 21,  Year Built: 1932,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,700 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,150 (year 2036),  Design Load: H 15,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.878,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 30-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 42.1m (138.1ft)

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

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Structure Number: 625908591801311,  Location: 0.5 M S OF LA 1074 (Lat: 30.683461,  Lng: -89.888500),  Route carried "on" structure: State highway 1075,  Year Built: 1942,  Status: Posted for load,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,270 (year 2036),  Design Load: H 10,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.904,  Lanes on structure: 2,  Owner: State 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: 5.8m (19.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $322,000,  Total Project Cost: $483,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625908591901341,  Location: LA1074 (Lat: 30.675111,  Lng: -89.960300),  Route carried "on" structure: State highway 1074,  Year Built: 1958,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 1,070 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,329 (year 2036),  Design Load: H 15,  Features Intersected: TALLEYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625908591904121,  Location: 1.4 M W OF LA 1075 (Lat: 30.686989,  Lng: -89.917400),  Route carried "on" structure: State highway 1074,  Year Built: 1958,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,070 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,329 (year 2036),  Design Load: H 15,  Features Intersected: WRIGHTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.584,  Lanes on structure: 2,  Owner: State 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: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625908591904931,  Location: 0.7 M W OF LA 1075 (Lat: 30.690750,  Lng: -89.905300),  Route carried "on" structure: State highway 1074,  Year Built: 1958,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 1,070 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,329 (year 2036),  Design Load: H 15,  Features Intersected: SALS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.847,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 14.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 11.0 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: High priority of corrective action,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous