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

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Structure Number: 40800000000183,  Location: 0.80 MI W OF LA 157 (Lat: 32.468311,  Lng: -93.523800),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 2,000 (year 2020),  Average Future Daily Traffic: 2,260 (year 2035),  Design Load: Greater than HL93,  Features Intersected: Foxskin Bayou,  Facility Carried by Structure: Sligo Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.081,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 67.1 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: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 40800000040408,  Location: 1.5 MI N. ON LA 527 (Lat: 32.448331,  Lng: -93.510000),  Route carried "on" structure: State highway 157,  Year Built: 2015,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,500 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,188 (year 2036),  Design Load: HL 93,  Features Intersected: FOX SKIN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 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: 51.8 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: Equal to 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: Monolithic Concrete

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Structure Number: 40800000040414,  Location: 0.8 MI NORTH OF LA 527 (Lat: 32.438500,  Lng: -93.445450),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 775 (year 2020),  Average Future Daily Traffic: 465 (year 2036),  Design Load: HL 93,  Features Intersected: Clarke Bayou,  Facility Carried by Structure: Koran Doyline Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 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: 41.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40800000040807,  Location: 2.2 MI N OF LA 527 (Lat: 32.448750,  Lng: -93.479661),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,153 (year 2019),  Average Future Daily Traffic: 1,269 (year 2039),  Design Load: HL 93,  Features Intersected: FOXSKIN BAYOU,  Facility Carried by Structure: JOHNSON KORAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.785,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.3 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: 59.9 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 40800000300427,  Location: 1.5 MILES EAST OF LA 157 (Lat: 32.497911,  Lng: -93.483889),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 60 (year 2036),  Design Load: H 20,  Features Intersected: Clark Bayou Trib,  Facility Carried by Structure: Oliver Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 30 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40800010314291,  Location: 1.8 MI EAST OF LA 164 (Lat: 32.562539,  Lng: -93.518400),  Route carried "on" structure: US 80,  Year Built: 1930,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 9,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,240 (year 2036),  Design Load: H 15,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.862,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Fair,  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: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40800010316231,  Location: 0.2 MI EAST OF LA 164 (Lat: 32.567681,  Lng: -93.485900),  Route carried "on" structure: US 80,  Year Built: 1956,  Status: Posted for load,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 2,050 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 1,584 (year 2036),  Design Load: HS 20,  Features Intersected: CLARKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.975,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  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: 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 corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Underwater Inspection Date: June 2020,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $548,000,  Total Project Cost: $822,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40800010316232,  Location: 0.2 MI EAST OF LA 164 (Lat: 32.567911,  Lng: -93.485500),  Route carried "on" structure: US 80,  Year Built: 1930,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 2,050 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 1,584 (year 2036),  Design Load: H 15,  Features Intersected: CLARKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.711,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1-03-2,  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: 12,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 34.0 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $356,000,  Total Project Cost: $534,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40800010318141,  Location: 2.1 MI EAST OF LA 164 (Lat: 32.571061,  Lng: -93.453500),  Route carried "on" structure: US 80,  Year Built: 1956,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 2,640 (year 2036),  Design Load: H 15,  Features Intersected: CANEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.047,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.5m (100.1ft)

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

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Structure Number: 40800820304571,  Location: 0.1 MI SOUTH OF LA 614 (Lat: 32.533911,  Lng: -93.515200),  Route carried "on" structure: State highway 157,  Year Built: 1979,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 10,200 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,960 (year 2036),  Design Load: HS 20,  Features Intersected: FOX SKIN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.356,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 63.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40800820305591,  Location: LA 157 OVER I-20 (Lat: 32.548811,  Lng: -93.515200),  Route carried "on" structure: State highway 157,  Year Built: 1975,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 5,500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,600 (year 2036),  Design Load: HS 20,  Features Intersected: LA 157 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.007,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Somewhat better than minimum adequacy,  Underclear: Equal to 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

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Structure Number: 40801210100511,  Location: .05 MI E. OF US 71 (Lat: 32.388639,  Lng: -93.588600),  Route carried "on" structure: State highway 527,  Year Built: 1981,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,320 (year 2036),  Design Load: HS 20,  Features Intersected: FLAT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.785,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Channel: Serious,  Operating Rating: 63.5 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.74m (22.11ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $574,000,  Total Project Cost: $861,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 40801220100451,  Location: .45 MI SOUTH OF US 80 (Lat: 32.561311,  Lng: -93.486800),  Route carried "on" structure: State highway 164,  Year Built: 1943,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,660 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,032 (year 2036),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.710,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40801220102121,  Location: .5 MI SOUTH OF LA 3227 (Lat: 32.539061,  Lng: -93.474100),  Route carried "on" structure: State highway 164,  Year Built: 1943,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,660 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,032 (year 2036),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.447,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 40801220102701,  Location: .18 MI EAST OF LA 614 (Lat: 32.534469,  Lng: -93.467400),  Route carried "on" structure: State highway 164,  Year Built: 1943,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 1,660 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,032 (year 2036),  Design Load: H 15,  Features Intersected: CLARKE BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 40801220102811,  Location: .29 MI EAST OF LA 614 (Lat: 32.534561,  Lng: -93.465500),  Route carried "on" structure: State highway 164,  Year Built: 1943,  Status: Posted for load,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 1,660 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,032 (year 2036),  Design Load: H 15,  Features Intersected: CLARKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.524,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 25.3 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: 19.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $912,000,  Total Project Cost: $1,368,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40801220103301,  Location: .78 MI EAST OF LA 614 (Lat: 32.535000,  Lng: -93.457000),  Route carried "on" structure: State highway 164,  Year Built: 1943,  Status: Posted for load,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 1,660 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,826 (year 2036),  Design Load: H 15,  Features Intersected: CANEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 24.3 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: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40801223003041,  Location: 0.2 MI EAST OF LA 157 (Lat: 32.533169,  Lng: -93.513200),  Route carried "on" structure: State highway 614,  Year Built: 1982,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 4,600 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,000 (year 2036),  Design Load: HS 20,  Features Intersected: FOXSKIN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.910,  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: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 40804510214241,  Location: 10.0 MI EAST OF LA 782-2 (Lat: 32.553550,  Lng: -93.509300),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 58,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 33,840 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.041,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 451-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  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,  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: 40804510215501,  Location: I-20 OVER US 80 (Lat: 32.565889,  Lng: -93.492800),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 17.13m (56.20ft),  Average Daily Traffic: 29,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 20,304 (year 2036),  Design Load: HS 20,  Features Intersected: I-20 OVER US 80 FILLMORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.104,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40804510215502,  Location: I-20 OVER US 80 (Lat: 32.566750,  Lng: -93.492100),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 17.13m (56.20ft),  Average Daily Traffic: 29,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 20,304 (year 2036),  Design Load: HS 20,  Features Intersected: I-20 OVER US 80 FILLMORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.690,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-02-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40804510216081,  Location: 0.5 MI EAST OF US 80 (Lat: 32.571319,  Lng: -93.485600),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 29,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 20,304 (year 2036),  Design Load: HS 20,  Features Intersected: CLARKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.013,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40804510216082,  Location: 0.5 MI EAST OF US 80 (Lat: 32.571831,  Lng: -93.485300),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 29,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 20,304 (year 2036),  Design Load: HS 20,  Features Intersected: CLARKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.838,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-02-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40804510218311,  Location: 2.8 MI EAST OF US 80 (Lat: 32.577139,  Lng: -93.449400),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 58,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 33,840 (year 2036),  Design Load: HS 20,  Features Intersected: CANEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.573,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 451-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40832275933271,  Location: 2.5 MILES WEST OF LA 157 (Lat: 32.458911,  Lng: -93.545089),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,000 (year 2020),  Average Future Daily Traffic: 570 (year 2036),  Design Load: H 15,  Features Intersected: Horseshoe Creek,  Facility Carried by Structure: Sligo Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $94,000,  Total Project Cost: $141,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40832297932781,  Location: 2.5 MI EAST OF LA 157 (Lat: 32.494561,  Lng: -93.463811),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 246 (year 2036),  Design Load: HS 20,  Features Intersected: Clarke Bayou,  Facility Carried by Structure: Camp Zion Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 40832297932791,  Location: 2.5 MI EAST OF LA 157 (Lat: 32.495411,  Lng: -93.464519),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 246 (year 2036),  Design Load: HS 20,  Features Intersected: Clarke Bayou,  Facility Carried by Structure: Camp Zion Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.8 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: 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 40832320933061,  Location: 0.3 MI EAST OF LA 157 (Lat: 32.531600,  Lng: -93.510689),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 300 (year 2036),  Design Load: HS 20,  Features Intersected: Foxskin Bayou,  Facility Carried by Structure: West Jackson Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.8 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: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 40832334933491,  Location: 0.01 MI N. OF US 80 (Lat: 32.556931,  Lng: -93.581281),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,000 (year 2020),  Average Future Daily Traffic: 1,200 (year 2036),  Design Load: HS 20,  Features Intersected: Tall Timbers Lateral,  Facility Carried by Structure: Tall Timbers Blvd
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: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Other

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Structure Number: 46032330932711,  Location: 4.0 MI SW OF US 80 (Lat: 32.550589,  Lng: -93.451350),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 22 (year 2041),  Design Load: HS 20,  Features Intersected: CANEY BRANCH,  Facility Carried by Structure: Java Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.2 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: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 40800820305591,  Location: 6.8 MI. E. OF I-220 (Lat: 32.549500,  Lng: -93.515119),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2014),  Features Intersected: I-20 WB UNDER LA 157
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.575,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 40800820305591,  Location: 6.8 MI. E. OF I-220 (Lat: 32.549069,  Lng: -93.515281),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 55,200 (year 2014),  Features Intersected: I-20 EB UNDER LA 157
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 22.289,  Lanes on structure: 2,  Length of Maximum Span: 0.0m