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

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Structure Number: 46001220200621,  Location: 1.4 MI WEST OF LA 163 (Lat: 32.536131,  Lng: -93.435000),  Route carried "on" structure: State highway 164,  Year Built: 1943,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,400 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,100 (year 2036),  Design Load: H 15,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.053,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 46001220302131,  Location: 2.13 M EAST OF HWY 163 (Lat: 32.539231,  Lng: -93.373800),  Route carried "on" structure: State highway 164,  Year Built: 1991,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 3,100 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,860 (year 2036),  Design Load: HS 20,  Features Intersected: BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.495,  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: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 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: 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 Precast Panels

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Structure Number: 46004510300791,  Location: .79 MI WEST OF US 371 (Lat: 32.578761,  Lng: -93.432500),  Route carried "on" structure: Interstate 20,  Year Built: 2004,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 24,050 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,848 (year 2036),  Design Load: HS 20,  Features Intersected: GOODWILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.299,  Lanes on structure: 2,  Lanes under 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: 18 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  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: 82.5 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: 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: 46004510300792,  Location: .79 MI WEST OF US 371 (Lat: 32.579069,  Lng: -93.431700),  Route carried "on" structure: Interstate 20,  Year Built: 2004,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 24,050 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,848 (year 2036),  Design Load: HS 20,  Features Intersected: GOODWILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.660,  Lanes on structure: 2,  Lanes under 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.5 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: Equal to 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: 46004510303141,  Location: 3.14 MI WEST OF US 371 (Lat: 32.582519,  Lng: -93.392650),  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: 5.040,  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: 46032289932471,  Location: 0.6 MI W OF HWY 163 (Lat: 32.482300,  Lng: -93.412369),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 281 (year 2020),  Average Future Daily Traffic: 138 (year 2036),  Design Load: HS 20,  Features Intersected: PRAIRIE BAYOU,  Facility Carried by Structure: Montgomery Xing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46032289932481,  Location: 0.8 MI W OF HWY 163 (Lat: 32.482569,  Lng: -93.415711),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 281 (year 2020),  Average Future Daily Traffic: 138 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB TO PRAIRIE BAYOU,  Facility Carried by Structure: Montgomery Xing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 31.1 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: 24.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46032311931731,  Location: 2 MI E OF HWY 163 (Lat: 32.519750,  Lng: -93.372150),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 86 (year 2020),  Average Future Daily Traffic: 42 (year 2036),  Design Load: H 20,  Features Intersected: TRIB TO TAD POLE LAKE,  Facility Carried by Structure: Bistineau Terrace
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 46032325932261,  Location: 5.5 MI. SE OF US 80 (Lat: 32.542261,  Lng: -93.377069),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 25 (year 2021),  Average Future Daily Traffic: 28 (year 2041),  Design Load: HS 20,  Features Intersected: BOONE CREEK,  Facility Carried by Structure: Sewage Disposal 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: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

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: 46032331932271,  Location: 3.5 MI. SE OF US 80 (Lat: 32.551900,  Lng: -93.378989),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 25 (year 2021),  Average Future Daily Traffic: 28 (year 2041),  Design Load: HS 20,  Features Intersected: BOONE CREEK,  Facility Carried by Structure: Victory 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: 5,  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: Good,  Operating Rating: 46.3 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: 35.6 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: 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: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 46004510303141,  Location: 3.32 MI W OF US 371 (Lat: 32.582961,  Lng: -93.391819),  Route carried "under" structure: US 80,  Structure Length: 0. m,  Average Daily Traffic: 2,738 (year 2019),  Features Intersected: US 80 WB UNDER I-20 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 10.218,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 46004510303141,  Location: 5.812 MI E OF LA 164 (Lat: 32.582589,  Lng: -93.391650),  Route carried "under" structure: US 80,  Structure Length: 0. m,  Average Daily Traffic: 2,738 (year 2019),  Features Intersected: US 80 EB UNDER I-20 EB
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 5.333,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 46004510303142,  Location: 3.31 MI W OF US 371 (Lat: 32.583000,  Lng: -93.391250),  Route carried "under" structure: US 80,  Structure Length: 0. m,  Average Daily Traffic: 2,738 (year 2019),  Features Intersected: US 80 WB UNDER I-20 WB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 10.155,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 46004510303142,  Location: 5.82 MI E OF LA 6164 (Lat: 32.582900,  Lng: -93.391031),  Route carried "under" structure: US 80,  Structure Length: 0. m,  Average Daily Traffic: 2,738 (year 2019),  Features Intersected: US 80 EB UNDER I-20 WB
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 5.729,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 0.0m