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


  • National Bridge Inventory (NBI) Statistics
  • 32Number of bridges
  • 489ft / 149mTotal length
  • $2,357,000Total costs
  • 186,170Total average daily traffic
  • 52,902Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Tallulah
  • No street view available for this location

New bridges in Tallulah, LA - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 21950-1959
  • 41960-1969
  • 121970-1979
  • 11980-1989
  • 11990-1999
  • 42000-2009
  • 22010-2019
Average Bridge Daily Traffic in Tallulah, LA
Average Bridge Truck Traffic in Tallulah, LA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 8.7%Very good
  • 17.4%Good
  • 56.5%Satisfactory
  • 13.0%Fair
  • 4.3%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.7%Very good
  • 26.1%Good
  • 47.8%Satisfactory
  • 8.7%Fair
  • 4.3%Poor
  • 4.3%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.7%Very good
  • 26.1%Good
  • 56.5%Satisfactory
  • 8.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.8%Good
  • 75.0%Satisfactory
  • 4.2%Fair
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Structure Number: 53300000400303,  Location: 1.1 MI N of US 80 (Lat: 32.410911,  Lng: -91.147269),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 150 (year 2016),  Average Future Daily Traffic: 255 (year 2036),  Design Load: HS 20,  Features Intersected: PANOLA BAYOU,  Facility Carried by Structure: MERLE GUSTAFSON 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53300000400344,  Location: 1.1 MI SW of US 65 (Lat: 32.385481,  Lng: -91.208461),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 150 (year 2016),  Average Future Daily Traffic: 255 (year 2036),  Design Load: HS 20,  Features Intersected: ROUNDAWAY BAYOU,  Facility Carried by Structure: ENGLEWOOD RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53300020414021,  Location: 10.2 MI EAST OF LA 577 (Lat: 32.435411,  Lng: -91.250700),  Route carried "on" structure: US 80,  Year Built: 1955,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 920 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,581 (year 2036),  Design Load: HS 20,  Features Intersected: ROUNDAWAY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.413,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300020417211,  Location: 13.4 MI EAST OF LA 577 (Lat: 32.417519,  Lng: -91.207100),  Route carried "on" structure: US 80,  Year Built: 1955,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 920 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,581 (year 2036),  Design Load: HS 20,  Features Intersected: PANOLA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.512,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2020,  Bridge Improvement Cost: $288,000,  Total Project Cost: $432,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300200600001,  Location: .1 MI SOUTH OF LA 603 (Lat: 32.228961,  Lng: -91.220411),  Route carried "on" structure: US 65,  Year Built: 1963,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,850 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,196 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU VIDAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300200611001,  Location: 1.5 MI NORTH OF NORTH INT (Lat: 32.375600,  Lng: -91.199300),  Route carried "on" structure: US 65,  Year Built: 1963,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,300 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,610 (year 2036),  Design Load: HS 20,  Features Intersected: ROUNDAWAY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.671,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300200612431,  Location: US 65 OVER I-20 (Lat: 32.391469,  Lng: -91.199300),  Route carried "on" structure: US 65,  Year Built: 1975,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 1,650 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,366 (year 2036),  Design Load: HS 20,  Features Intersected: US 65 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.433,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 20-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300200612432,  Location: US 65 OVER I-20 (Lat: 32.392581,  Lng: -91.199500),  Route carried "on" structure: US 65,  Year Built: 1975,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 1,650 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,366 (year 2036),  Design Load: HS 20,  Features Intersected: US 65 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.288,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 20-06-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300200612581,  Location: .15 MI NORTH OF I-20 (Lat: 32.397761,  Lng: -91.199300),  Route carried "on" structure: US 65,  Year Built: 1963,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 8,900 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,130 (year 2036),  Design Load: HS 20,  Features Intersected: WALNUT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.130,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 20-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $665,000,  Total Project Cost: $997,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300200701001,  Location: 1.0 MI NORTH OF US 80 (Lat: 32.421350,  Lng: -91.178700),  Route carried "on" structure: US 65,  Year Built: 1932,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,600 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,290 (year 2036),  Design Load: H 15,  Features Intersected: PANOLA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.613,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.8m (65.0ft)

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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53300200703011,  Location: 3.01 MI NORTH OF US 80 (Lat: 32.444581,  Lng: -91.158700),  Route carried "on" structure: US 65,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,600 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,290 (year 2036),  Design Load: HS 20,  Features Intersected: WILLOW BAYOU REL. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.815,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20-07-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53304510811651,  Location: I0020 (Lat: 32.414639,  Lng: -91.274600),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 37,400 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL-M32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.818,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 451-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 84.6m (277.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: 53304510813451,  Location: 2.8 MI WEST OF US 65 (Lat: 32.408461,  Lng: -91.244400),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 22,440 (year 2036),  Design Load: HS 20,  Features Intersected: LAKE ONE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.749,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510813452,  Location: 2.8 MI WEST OF US 65 (Lat: 32.408589,  Lng: -91.243800),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 22,440 (year 2036),  Design Load: HS 20,  Features Intersected: LAKE ONE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.268,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510814031,  Location: 2.2 MI WEST OF US 65 (Lat: 32.406481,  Lng: -91.234700),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 24,684 (year 2036),  Design Load: HS 20,  Features Intersected: PANOLA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.684,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510814032,  Location: 2.2 MI WEST OF US 65 (Lat: 32.406619,  Lng: -91.234200),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 24,684 (year 2036),  Design Load: HS 20,  Features Intersected: PANOLA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.338,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510815881,  Location: .4 MI WEST OF US 65 (Lat: 32.395681,  Lng: -91.206100),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 24,684 (year 2036),  Design Load: HS 20,  Features Intersected: M. P. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.663,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510815882,  Location: .4 MI WEST OF US 65 (Lat: 32.395489,  Lng: -91.205200),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 24,684 (year 2036),  Design Load: HS 20,  Features Intersected: M. P. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.314,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510816051,  Location: .2 MI WEST OF US 65 (Lat: 32.394319,  Lng: -91.203700),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 24,684 (year 2036),  Design Load: HS 20,  Features Intersected: OLD US 65; WALNUT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.935,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53304510816052,  Location: .2 .1 MI EAST OF US 65 (Lat: 32.393881,  Lng: -91.202400),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 12,150 (year 2016),  Truck Traffic: 37%,  Average Future Daily Traffic: 24,684 (year 2036),  Design Load: HS 20,  Features Intersected: OLD US 65; WALNUT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.992,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 451-08-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53304510816511,  Location: .01 MI WEST OF US 65 (Lat: 32.390481,  Lng: -91.196900),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 24,300 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 41,140 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.701,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 451-08-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 70.3m (230.6ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53308330600091,  Location: .1 MI NOERTH OF I-20 (Lat: 32.406050,  Lng: -91.186600),  Route carried "on" structure: State highway 601,  Year Built: 1937,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 6,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,200 (year 2036),  Design Load: H 15,  Features Intersected: BRUSHY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $392,000,  Total Project Cost: $588,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53332210910111,  Location: 0.1 MI E of US 65 (Lat: 32.351961,  Lng: -91.018531),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 125 (year 2016),  Average Future Daily Traffic: 212 (year 2036),  Design Load: HS 20,  Features Intersected: CYPRESS BAYOU,  Facility Carried by Structure: VTR AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 45.7 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 53332239911181,  Location: 0.3 MI SW of US 80 (Lat: 32.401719,  Lng: -91.193881),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 500 (year 1980),  Average Future Daily Traffic: 850 (year 2036),  Design Load: HS 20,  Features Intersected: BRUSHY BAYOU,  Facility Carried by Structure: MISSISSIPPI ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: 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: 32.7 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 53332241911071,  Location: 0.08 MI SW of US 80 (Lat: 32.400169,  Lng: -91.161969),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 60 (year 2016),  Average Future Daily Traffic: 102 (year 2036),  Design Load: HS 20,  Features Intersected: WALNUT BAYOU,  Facility Carried by Structure: SILVER CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.0 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: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 53332242911061,  Location: 0.08 MI S of US 80 (Lat: 32.403650,  Lng: -91.169439),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 85 (year 2036),  Design Load: HS 20,  Features Intersected: WALNUT BAYOU,  Facility Carried by Structure: STOCKLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.0 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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53332243911051,  Location: 0.08 MI S of US 80 (Lat: 32.406700,  Lng: -91.174600),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 3,400 (year 2000),  Average Future Daily Traffic: 5,780 (year 2036),  Design Load: HS 20,  Features Intersected: BRUSHY BAYOU,  Facility Carried by Structure: KIMBROUGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: January 2020,  Bridge Improvement Cost: $227,000,  Total Project Cost: $340,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53332248911021,  Location: 0.8 MI N of US 80 (Lat: 32.416881,  Lng: -91.169819),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 225 (year 1979),  Average Future Daily Traffic: 382 (year 2036),  Design Load: HS 20,  Features Intersected: BONE CREEK,  Facility Carried by Structure: BAILEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

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: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53300200612431,  Location: 1.7 MI W OF LA 602 (Lat: 32.391819,  Lng: -91.199289),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 1,980 (year 2015),  Features Intersected: I-20 EB UNDER US 65 NB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 26.432,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53300200612431,  Location: 1.7 MI W OF LA 602 (Lat: 32.392050,  Lng: -91.199150),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 1,980 (year 2015),  Features Intersected: I-20 WB UNDER US 65 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.625,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53300200612432,  Location: 1.7 MI W OF LA 602 (Lat: 32.391950,  Lng: -91.199519),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 1,980 (year 2015),  Features Intersected: I-20 UNDER US 65
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 26.406,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53300200612432,  Location: 1.7 MI W OF LA 602 (Lat: 32.392261,  Lng: -91.199519),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 1,980 (year 2015),  Features Intersected: I-20 WB UNDER US 65 SB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 26.668,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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