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

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Structure Number: 46000000040006,  Location: 2.4 MI W OF JCT US 371 (Lat: 32.586319,  Lng: -93.377161),  Route carried "on" structure: US 80,  Year Built: 2019,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,204 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 4,624 (year 2037),  Design Load: Greater than HL93,  Features Intersected: BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.769,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1-04-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  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: 9.9m (32.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 71.3 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: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 46000000040462,  Location: 0.28 MI NE OF US 371 (Lat: 32.596750,  Lng: -93.334411),  Route carried "on" structure: ServiceState highway 80,  Year Built: 1925,  Year Reconstructed: 1947,  Status: Posted for load,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 890 (year 2017),  Average Future Daily Traffic: 990 (year 2038),  Features Intersected: CREEK,  Facility Carried by Structure: DORCHEAT ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 17.5 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: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 46000010404221,  Location: 1.9 MI WEST OF US371 (Lat: 32.586111,  Lng: -93.377400),  Route carried "on" structure: US 80,  Year Built: 1956,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,250 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 2,268 (year 2036),  Design Load: HS 20,  Features Intersected: BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.742,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1-04-1,  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: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $275,000,  Total Project Cost: $412,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46000010405461,  Location: 1.16 MI WEST OF US 371 (Lat: 32.588150,  Lng: -93.356500),  Route carried "on" structure: US 80,  Year Built: 2005,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 6,500 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,780 (year 2036),  Design Load: HS 20,  Features Intersected: KCS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.766,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Superior 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 Cast-file-Place

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Structure Number: 46000010407021,  Location: .2 MI EAST OF US 371 (Lat: 32.597261,  Lng: -93.332300),  Route carried "on" structure: US 80,  Year Built: 1954,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,240 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU DORCHEAT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.309,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Underwater Inspection Date: January 2020,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $811,000,  Total Project Cost: $1,216,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46000010407151,  Location: .5 MI EAST OF US 371 (Lat: 32.598311,  Lng: -93.330400),  Route carried "on" structure: US 80,  Year Built: 1954,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,240 (year 2036),  Design Load: HS 20,  Features Intersected: DORCHEAT RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.520,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $912,000,  Total Project Cost: $1,368,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46000010407501,  Location: .5 MI EAST OF US 371 (Lat: 32.601189,  Lng: -93.325400),  Route carried "on" structure: US 80,  Year Built: 1954,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,240 (year 2036),  Design Load: HS 20,  Features Intersected: DORCHEAT RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.094,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $704,000,  Total Project Cost: $1,056,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46000860102441,  Location: 2.44 MI NORTH OF US 80 (Lat: 32.616869,  Lng: -93.355100),  Route carried "on" structure: US 371,  Year Built: 1960,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,780 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.068,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 86-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 46004510303142,  Location: 3.14 MI WEST OF US 371 (Lat: 32.583061,  Lng: -93.390189),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 24,050 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,848 (year 2036),  Design Load: HS 20,  Features Intersected: US 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.065,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510304011,  Location: 2.33 MI. W. OF LA 7 (Lat: 32.584161,  Lng: -93.376000),  Route carried "on" structure: Interstate 20,  Year Built: 1961,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 24,050 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,848 (year 2036),  Design Load: HS 20,  Features Intersected: BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.639,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-03-1,  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: 8,  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: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510304012,  Location: 2.33 MI WEST OF LA 7 (Lat: 32.584450,  Lng: -93.375500),  Route carried "on" structure: Interstate 20,  Year Built: 1987,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 24,050 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,848 (year 2036),  Design Load: HS 20,  Features Intersected: BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.348,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-03-2,  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: 8,  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: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510306341,  Location: I-20 OVER US 371 (Lat: 32.590189,  Lng: -93.336700),  Route carried "on" structure: Interstate 20,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,480 (year 2036),  Design Load: HS 20,  Features Intersected: LA 7 @ DIXIE INN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.395,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510306342,  Location: I-20 OVER US 371 (Lat: 32.590589,  Lng: -93.336200),  Route carried "on" structure: Interstate 20,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,480 (year 2036),  Design Load: HS 20,  Features Intersected: LA 7 @ DIXIE INN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.586,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 451-03-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510306781,  Location: 0.44M EAST OF LA 7 (Lat: 32.592181,  Lng: -93.329500),  Route carried "on" structure: Interstate 20,  Year Built: 1992,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,480 (year 2036),  Design Load: HS 20,  Features Intersected: DORCHEAR BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.106,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-03-1,  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: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510306782,  Location: 0.44M EAST OF LA 7 (Lat: 32.592611,  Lng: -93.328900),  Route carried "on" structure: Interstate 20,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,480 (year 2036),  Design Load: HS 20,  Features Intersected: DORCHEAT BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.862,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-03-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510307181,  Location: 0.84 MI. E. OF LA 7 (Lat: 32.593831,  Lng: -93.323100),  Route carried "on" structure: Interstate 20,  Year Built: 1992,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,480 (year 2036),  Design Load: HS 20,  Features Intersected: DORCHEAT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.742,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 451-03-1,  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: 10,  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: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46032342932251,  Location: 3.0 MI SE OF US 80 (Lat: 32.570169,  Lng: -93.375550),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 30 (year 2021),  Average Future Daily Traffic: 33 (year 2041),  Design Load: HS 20,  Features Intersected: BOONE CREEK,  Facility Carried by Structure: Burma 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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 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: 34.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46004510306341,  Location: 2.6 MI W OF MINDEN (Lat: 32.590150,  Lng: -93.336461),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 25,800 (year 2015),  Features Intersected: 371 S UNDER I-20 EB
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.195,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 46004510306341,  Location: 2.6 MI W OF MINDEN (Lat: 32.590169,  Lng: -93.336369),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 25,800 (year 2015),  Features Intersected: UNDER I-20 EB
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.592,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 46004510306342,  Location: 2.6 MI W OF MINDEN (Lat: 32.590450,  Lng: -93.336461),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 25,800 (year 2015),  Features Intersected: 371 N UNDER I-20 WB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.624,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 46004510306342,  Location: 2.6 MI W OF MINDEN (Lat: 32.590589,  Lng: -93.336600),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 25,800 (year 2015),  Features Intersected: UNDER I-20 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Length of Maximum Span: 0.0m