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

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Structure Number: 84000000041152,  Location: 3.0 MI. E OF US71 (Lat: 31.273881,  Lng: -92.437831),  Route carried "on" structure: State highway 1208,  Year Built: 1975,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,760 (year 2036),  Design Load: HS 20,  Features Intersected: HORSESHOE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.105,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 37.3 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: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $390,000,  Total Project Cost: $585,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84000000080175,  Location: 0.35 MI. SW OF LA 1 (Lat: 31.289600,  Lng: -92.423600),  Route carried "on" structure: State highway 1208,  Year Built: 1994,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 5,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,760 (year 2036),  Design Load: HS 20,  Features Intersected: CHATLIN LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.314,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $332,000,  Total Project Cost: $498,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000000080176,  Location: 3.45 MI. E OF US71 (Lat: 31.279081,  Lng: -92.433100),  Route carried "on" structure: State highway 1208,  Year Built: 1994,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,760 (year 2036),  Design Load: HS 20,  Features Intersected: HYNSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.840,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $137,000,  Total Project Cost: $205,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 84000000080584,  Location: 1.1 MI. SOUTH OF LA 28 (Lat: 31.279619,  Lng: -92.503700),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 10,800 (year 2020),  Average Future Daily Traffic: 130 (year 2036),  Design Load: HS 20,  Features Intersected: Diversion Canal,  Facility Carried by Structure: Versailles Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 34.1m (111.9ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to 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 Precast Panels

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Structure Number: 84000000080588,  Location: 0.01 MI. NORTH OF LA 486 (Lat: 31.313931,  Lng: -92.527000),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 5.21m (17.09ft),  Design Load: HS 15,  Features Intersected: BAYOU RAPIDES,  Facility Carried by Structure: VANDENBURG DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.031,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.4 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: 25.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000000080639,  Location: 1.0 MILE NORTH OF I-49 (Lat: 31.327050,  Lng: -92.457911),  Route carried "on" structure: US 71,  Year Built: 2015,  Status: Open,  Structure Length: 91.90m (301.51ft),  Average Daily Traffic: 36,200 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 46,540 (year 2036),  Design Load: HL 93,  Features Intersected: RED RIVER FORT BUHLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.005,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 840-43-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.9m (52.2ft), Horizontal Clearance: 106.7m (350.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 121.9m (399.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000000080643,  Location: 1.05 MI. NORTHEAST OF LA (Lat: 31.270961,  Lng: -92.422800),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 900 (year 2020),  Average Future Daily Traffic: 260 (year 2036),  Design Load: HL 93,  Features Intersected: Hynson Bayou,  Facility Carried by Structure: Hudson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000000080658,  Location: 0.9 M SW OF LA 1 (Lat: 31.276050,  Lng: -92.420339),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 176 (year 1997),  Average Future Daily Traffic: 270 (year 2027),  Design Load: HL 93,  Features Intersected: CHATLIN LAKE CANAL,  Facility Carried by Structure: HUDSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 84000000080664,  Location: 1.0 MI N OF I-49 (Lat: 31.327111,  Lng: -92.448411),  Route carried "on" structure: US 71,  Year Built: 2016,  Status: Open,  Structure Length: 91.59m (300.49ft),  Average Daily Traffic: 18,100 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 27,729 (year 2037),  Design Load: HL 93,  Features Intersected: RED RIVER FORT BUHLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.956,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 840-43-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.9m (52.2ft), Horizontal Clearance: 115.8m (379.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 121.9m (399.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: Monolithic Concrete

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Structure Number: 84000000600439,  Location: 0.59 MI. W. OF END LA 120 (Lat: 31.375939,  Lng: -92.489800),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 1,614 (year 2011),  Average Future Daily Traffic: 2,098 (year 2036),  Design Load: HS 20,  Features Intersected: RIGOLETTE BAYOU,  Facility Carried by Structure: Rigolette Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.4 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: 52.2 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000000800005,  Location: 0.31 M S of La 1 (Lat: 31.343161,  Lng: -92.537669),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 270 (year 2019),  Average Future Daily Traffic: 351 (year 2036),  Design Load: HL 93,  Features Intersected: Big Bayou,  Facility Carried by Structure: Harold Miles Park
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 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: 38.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000080911661,  Location: 2.15 MI. NORTH OF LA 3170 (Lat: 31.212531,  Lng: -92.425300),  Route carried "on" structure: US 71,  Year Built: 1973,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 16,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,410 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.765,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 8-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 66.7 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 84000080913921,  Location: 4.41 MI. NORTH OF LA 3170 (Lat: 31.241531,  Lng: -92.429950),  Route carried "on" structure: US 71,  Year Built: 1989,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,246 (year 2036),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 21.683,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000080913922,  Location: 4.41 MI. NORTH OF LA 3170 (Lat: 31.241619,  Lng: -92.430139),  Route carried "on" structure: US 71,  Year Built: 1989,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,246 (year 2036),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.988,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8-09-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000080914421,  Location: .3 MI. N OF INT I-49 (Lat: 31.248150,  Lng: -92.433500),  Route carried "on" structure: US 71,  Year Built: 2003,  Status: Open,  Structure Length: 15.94m (52.30ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,246 (year 2036),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.532,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 8-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000080914422,  Location: .3 MI. N OF INT I-49 (Lat: 31.248961,  Lng: -92.434700),  Route carried "on" structure: US 71,  Year Built: 1974,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,246 (year 2036),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.026,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8-09-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000080916611,  Location: 1.11 MI. NE OF US 71 (Lat: 31.273069,  Lng: -92.445331),  Route carried "on" structure: Business US 167,  Year Built: 1958,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 25,900 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 32,890 (year 2036),  Design Load: HS 20,  Features Intersected: HORSESHOE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.023,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $438,000,  Total Project Cost: $657,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84000083001051,  Location: 0.73 MI. N. OF LA 1208-2 (Lat: 31.271311,  Lng: -92.463089),  Route carried "on" structure: US 71,  Year Built: 1944,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 19,300 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,830 (year 2036),  Design Load: H 15,  Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 8-30-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 80.8m (265.1ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $364,000,  Total Project Cost: $546,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 84000083002551,  Location: US 71/LA 1208-3 INTG. (Lat: 31.285911,  Lng: -92.474600),  Route carried "on" structure: US 71,  Year Built: 1972,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 39,100 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,920 (year 2036),  Design Load: HS 20,  Features Intersected: LA 1208-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.891,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 8-30-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000083003891,  Location: 0.17 MI. NORTH OF LA 496 (Lat: 31.306019,  Lng: -92.479300),  Route carried "on" structure: US 71,  Year Built: 1944,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 2,970 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 38,220 (year 2036),  Design Load: H 15,  Features Intersected: BAYOU RAPIDES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.234,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 8-30-3,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

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

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Structure Number: 84000140505501,  Location: 0.19 MI. SOUTH OF LA 113 (Lat: 30.973800,  Lng: -92.586261),  Route carried "on" structure: US 165,  Year Built: 2005,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,400 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,620 (year 2036),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.851,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 14-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 37 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 84000140609771,  Location: 5.87 MI. NORTH OF LA 3265 (Lat: 31.227461,  Lng: -92.497300),  Route carried "on" structure: US 165,  Year Built: 1994,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,850 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,488 (year 2036),  Design Load: HS 20,  Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.585,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 14-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000140609772,  Location: 5.87 MI. NORTH OF LA 3265 (Lat: 31.228139,  Lng: -92.497100),  Route carried "on" structure: US 165,  Year Built: 1993,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,850 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,488 (year 2036),  Design Load: HS 20,  Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.718,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 14-06-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000140610471,  Location: 6.57 MI. NORTH OF LA 3265 (Lat: 31.236211,  Lng: -92.491600),  Route carried "on" structure: US 165,  Year Built: 1994,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,850 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,488 (year 2036),  Design Load: HS 20,  Features Intersected: PECAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.695,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 14-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

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

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Structure Number: 84000140610472,  Location: 6.57 MI. NORTH OF LA 3265 (Lat: 31.236661,  Lng: -92.491600),  Route carried "on" structure: US 165,  Year Built: 1993,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,850 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,488 (year 2036),  Design Load: HS 20,  Features Intersected: PECAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.638,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 14-06-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000140613241,  Location: 1.06 M S OF TRAFFIC CIRCL (Lat: 31.271439,  Lng: -92.468800),  Route carried "on" structure: US 165,  Year Built: 1944,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,200 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 22,230 (year 2036),  Design Load: HS 20,  Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.168,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 14-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 82.9m (272.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $199,000,  Total Project Cost: $298,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 84000150100111,  Location: 0.11 M E OF INT LA 1208-3 (Lat: 31.313061,  Lng: -92.445200),  Route carried "on" structure: Business US 165,  Year Built: 1985,  Status: Open,  Structure Length: 31.36m (102.89ft),  Average Daily Traffic: 7,800 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,140 (year 2036),  Design Load: HS 20,  Features Intersected: RED RIVER, CITY STS.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 86.3m (283.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 91.4m (299.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 21.1 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: 16.2 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Open Grating

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Structure Number: 84000153001441,  Location: 1.44 MI. N OF INT US71 (Lat: 31.349500,  Lng: -92.426700),  Route carried "on" structure: US 165,  Year Built: 1997,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 19,700 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,050 (year 2036),  Design Load: HS 20,  Features Intersected: LA. & ARKANSAS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 15-30-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000153001442,  Location: 1.44 MI. N OF INT US71 (Lat: 31.348750,  Lng: -92.427200),  Route carried "on" structure: US 165,  Year Built: 1997,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 19,700 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,050 (year 2036),  Design Load: HS 20,  Features Intersected: LA. & ARKANSAS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.011,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 15-30-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000153001611,  Location: 1.61 MI. N OF INT US71 (Lat: 31.347769,  Lng: -92.428400),  Route carried "on" structure: US 165,  Year Built: 1997,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 19,700 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,050 (year 2036),  Design Load: HS 20,  Features Intersected: ROCKY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.438,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 15-30-1,  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: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000153001612,  Location: 1.61 MI. N OF INT US71 (Lat: 31.347239,  Lng: -92.428600),  Route carried "on" structure: US 165,  Year Built: 1997,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 19,700 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,050 (year 2036),  Design Load: HS 20,  Features Intersected: ROCKY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 15-30-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84000520805101,  Location: 2.69 M N OF S JCT. LA 457 (Lat: 31.152289,  Lng: -92.298000),  Route carried "on" structure: State highway 1,  Year Built: 1932,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,350 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,820 (year 2036),  Design Load: H 15,  Features Intersected: INDIAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.090,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 52-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.2m (3.9ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 84000530101291,  Location: 0.37 MI. SOUTH OF US 71 (Lat: 31.313919,  Lng: -92.465800),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 7,900 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,270 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU RAPIDES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.128,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 37 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  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: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84001530102041,  Location: 2.04 MI NE JCT US 165 (Lat: 31.374261,  Lng: -92.378700),  Route carried "on" structure: State highway 116,  Year Built: 1983,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,570 (year 2036),  Design Load: HS 20,  Features Intersected: THORNY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.188,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 84003680304581,  Location: 3.32 M WEST OF LA 1208-3 (Lat: 31.250419,  Lng: -92.537100),  Route carried "on" structure: State highway 488,  Year Built: 2006,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,300 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,290 (year 2036),  Design Load: HS 20,  Features Intersected: TURKEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.351,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84003680305781,  Location: 2.12 M WEST OF LA 1208-3 (Lat: 31.260539,  Lng: -92.520800),  Route carried "on" structure: State highway 488,  Year Built: 2006,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,300 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,290 (year 2036),  Design Load: HS 20,  Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.2 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: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84004170200001,  Location: 4.22 MI. EAST OF LA 465 (Lat: 31.240969,  Lng: -92.828889),  Route carried "on" structure: State highway 28,  Year Built: 1973,  Status: Open,  Structure Length: 17.86m (58.60ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,602 (year 2036),  Design Load: HS 20,  Features Intersected: CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 417-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 18.62m (61.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,588,000,  Total Project Cost: $2,382,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84004170214461,  Location: 4.04 MI. WEST OF LA 3054 (Lat: 31.295969,  Lng: -92.598700),  Route carried "on" structure: State highway 28,  Year Built: 1997,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,700 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.152,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 417-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 84004170214901,  Location: 3.6 MI. WEST OF LA 3054 (Lat: 31.296581,  Lng: -92.591300),  Route carried "on" structure: State highway 28,  Year Built: 1997,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,700 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.863,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 417-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 37 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 90.4 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: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 84004170215071,  Location: 3.43 MI. WEST OF LA 3054 (Lat: 31.296819,  Lng: -92.587031),  Route carried "on" structure: State highway 28,  Year Built: 1997,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,700 (year 2036),  Design Load: HS 20,  Features Intersected: TIGER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.139,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 417-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020