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

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Structure Number: 53700000000167,  Location: 1.2 Mi W. of LA 143 (Lat: 32.533081,  Lng: -92.165111),  Route carried "on" structure: State highway 616,  Year Built: 2019,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 12,225 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,300 (year 2035),  Design Load: HL 93,  Features Intersected: South Tupawek Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.822,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.2 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: 30.1 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 minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 53700000400486,  Location: 0.3 MI. NORTH OF LA 616 (Lat: 32.533819,  Lng: -92.162981),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,200 (year 2010),  Average Future Daily Traffic: 2,520 (year 2036),  Design Load: HS 20,  Features Intersected: SOUTH TUPAWEK CREEK,  Facility Carried by Structure: KIROLI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53700670804901,  Location: 2.0 MI EAST OF LA 546 (Lat: 32.413200,  Lng: -92.334200),  Route carried "on" structure: State highway 34,  Year Built: 1976,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,440 (year 2036),  Design Load: HS 20,  Features Intersected: S CHENIERE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.746,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53700670907131,  Location: LA 34 OVER I-20 (Lat: 32.497919,  Lng: -92.139000),  Route carried "on" structure: State highway 34,  Year Built: 1965,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 10,100 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: LA 34 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.768,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 67-09-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $943,000,  Total Project Cost: $1,414,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53700670907132,  Location: LA 34 OVER I-20 (Lat: 32.498361,  Lng: -92.138500),  Route carried "on" structure: State highway 34,  Year Built: 1965,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 10,100 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 20
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.149,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 67-09-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.3 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: 36.3 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $943,000,  Total Project Cost: $1,414,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53701560105641,  Location: 5.64 MI N of US 80 (Lat: 32.572150,  Lng: -92.291900),  Route carried "on" structure: State highway 15,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,600 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,500 (year 2036),  Design Load: HS 20,  Features Intersected: HICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.732,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 156-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Out-to-Out Width: 54.3m (178.1ft)

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

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Structure Number: 53701580110121,  Location: LA 546 OVER I-20 (Lat: 32.509681,  Lng: -92.246500),  Route carried "on" structure: State highway 546,  Year Built: 2008,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,380 (year 2036),  Design Load: HS 20,  Features Intersected: INTG I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.216,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 53703150201311,  Location: .3 MI NORTH OF LA 616 (Lat: 32.537081,  Lng: -92.148300),  Route carried "on" structure: State highway 143,  Year Built: 1996,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 11,600 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,260 (year 2036),  Design Load: HS 20,  Features Intersected: TUPAWEK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.102,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53703150203831,  Location: 2.8 MI NORTH OF LA 616 (Lat: 32.569561,  Lng: -92.159400),  Route carried "on" structure: State highway 143,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 4,400 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,460 (year 2036),  Design Load: HS 20,  Features Intersected: D'ARBONNE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.181,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 315-02-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.79m (68.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $1,950,000,  Total Project Cost: $2,925,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53704510613171,  Location: 3.2 MI EAST OF LA 546 (Lat: 32.510561,  Lng: -92.191900),  Route carried "on" structure: State highway 3249,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 21,700 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,100 (year 2036),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.393,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 837-19-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53704510616635,  Location: .3 MI EAST OF LA 34 (Lat: 32.499181,  Lng: -92.136400),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 9,430 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,872 (year 2036),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 25.42m (83.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,168,000,  Total Project Cost: $3,252,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53704510616841,  Location: 16.84 MI E LINCOLN PAR LN (Lat: 32.496961,  Lng: -92.133100),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 279.04m (915.49ft),  Average Daily Traffic: 49,650 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,016 (year 2036),  Design Load: HS 20,  Features Intersected: CITY ST/ICG RR/OUACHITA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.116,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 451-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 24.1m (79.1ft), Horizontal Clearance: 54.9m (180.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 145,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 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: 23.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 279.04m (915.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $23,803,000,  Total Project Cost: $35,704,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53704510616842,  Location: 16.84 MI E LINCOLN PAR LN (Lat: 32.501000,  Lng: -92.104200),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 279.04m (915.49ft),  Average Daily Traffic: 43,800 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,016 (year 2036),  Design Load: HS 20,  Features Intersected: CITY ST/ICG RR/OUACHITA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.090,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 451-06-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 24.1m (79.1ft), Horizontal Clearance: 54.9m (180.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 145,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.2 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: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 279.04m (915.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $23,803,000,  Total Project Cost: $35,704,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53704510617126,  Location: .8 MI EAST OF LA 34 (Lat: 32.496219,  Lng: -92.127400),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 9,430 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,872 (year 2036),  Design Load: HS 20,  Features Intersected: I20;RAMP 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.154,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53704510617187,  Location: .8 MI EAST OF LA 34 (Lat: 32.495761,  Lng: -92.127189),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 9,430 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,872 (year 2036),  Design Load: HS 20,  Features Intersected: I20;RAMP 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.074,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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

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Structure Number: 53704510617378,  Location: 1.0 MI EAST OF LA 34 (Lat: 32.495719,  Lng: -92.124550),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 8,760 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,836 (year 2036),  Design Load: HS 20,  Features Intersected: I20;RAMP 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53704510617515,  Location: 1.2 MI EAST OF LA 34 (Lat: 32.494831,  Lng: -92.122800),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 8,760 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,836 (year 2036),  Design Load: HS 20,  Features Intersected: I20;RAMP 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.142,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53708371701301,  Location: LA 617 OVER I-20 (Lat: 32.505300,  Lng: -92.157300),  Route carried "on" structure: State highway 617,  Year Built: 1986,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 31,200 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,920 (year 2036),  Design Load: HS 20,  Features Intersected: LA 617 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.132,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 837-17-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53708371701651,  Location: 1.65 MI NORTH OF I-20 (Lat: 32.510031,  Lng: -92.157400),  Route carried "on" structure: State highway 617,  Year Built: 1981,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 24,200 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,200 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.806,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 837-17-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 61.0m (200.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53732304920911,  Location: WEST MONROE (Lat: 32.506911,  Lng: -92.149219),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 300 (year 1979),  Average Future Daily Traffic: 180 (year 2036),  Design Load: HS 20,  Features Intersected: BLACK BAYOU,  Facility Carried by Structure: PARKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.5 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: 31.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53732304921041,  Location: 0.26 MI SW of I-20 (Lat: 32.507239,  Lng: -92.172219),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.76m (2.49ft),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: DOWNING PINES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 7.6m (24.9ft),  Out-to-Out Width: 18.3m (60.0ft)

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

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Structure Number: 53732305921041,  Location: 0.15 MI SW of I-20 (Lat: 32.508089,  Lng: -92.173350),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Design Load: HS 20,  Features Intersected: HORSE CREEK,  Facility Carried by Structure: MANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 33.5m (109.9ft)

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: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53732306921041,  Location: 0.08 MI S of I-20 (Lat: 32.510311,  Lng: -92.174661),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.28m (4.20ft),  Design Load: HS 20,  Features Intersected: CONSTITUTION DRIVE,  Facility Carried by Structure: DOWNING PINES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Culverts: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 53732327920981,  Location: 1.0 MI N of LA 616 (Lat: 32.543331,  Lng: -92.161300),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 448 (year 1979),  Average Future Daily Traffic: 268 (year 2036),  Design Load: HS 20,  Features Intersected: N TUPAWEK BAYOU,  Facility Carried by Structure: OLD DARBONNE 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: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53732327920991,  Location: 2.0 MILES NW W.MONROE (Lat: 32.543139,  Lng: -92.163150),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 300 (year 1979),  Average Future Daily Traffic: 180 (year 2036),  Design Load: H 15,  Features Intersected: N TUPAWEK CREEK,  Facility Carried by Structure: KIROLI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53732329921031,  Location: 2.0 MI N of US 80 (Lat: 32.554289,  Lng: -92.168989),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 350 (year 1979),  Average Future Daily Traffic: 210 (year 2036),  Design Load: H 20,  Features Intersected: DARBONNE BAYOU,  Facility Carried by Structure: WALL WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53700670907131,  Location: 1.2 MI EAST OF THOMAS RD (Lat: 32.497969,  Lng: -92.139281),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2015),  Features Intersected: STELLA/MILL OFF RAMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 53700670907131,  Location: 1.2 MI E OF THOMAS RD (Lat: 32.498061,  Lng: -92.139131),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2015),  Features Intersected: STELLA/MILL OVER I-20
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 26.545,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53700670907131,  Location: 1.2 MI E OF THOMAS RD (Lat: 32.498119,  Lng: -92.138531),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2015),  Features Intersected: STELLA/MILL OVER I-20
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 19.545,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53700670907131,  Location: 1.2 MI EAST OF THOMAS RD (Lat: 32.498181,  Lng: -92.138419),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2015),  Features Intersected: STELLA/MILL OFF/ON RAMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.560,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 53700670907132,  Location: 1.1 MI E OF LA 617 (Lat: 32.497969,  Lng: -92.139269),  Route carried "under" structure: Ramp Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 8,180 (year 2017),  Features Intersected: I-20 EB OFF-RAMP TO MILL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.193,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 53700670907132,  Location: 1.1 MI E OF LA 617 (Lat: 32.498119,  Lng: -92.138781),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 40,900 (year 2017),  Features Intersected: I-20 WB UNDER LA 34 (STE
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 19.554,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53700670907132,  Location: 1.1 MI E OF LA 617 (Lat: 32.498061,  Lng: -92.139131),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 40,900 (year 2017),  Features Intersected: I-20 EB UNDER LA 34 (STE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 26.533,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53700670907132,  Location: 1.1 MI E OF LA 617 (Lat: 32.498219,  Lng: -92.138631),  Route carried "under" structure: Ramp Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 8,180 (year 2017),  Features Intersected: I-20 WB OFF-RAMP TO STEL
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.570,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53704510614171,  Location: .99 MI E OF WELL RD (Lat: 32.510831,  Lng: -92.174719),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 6,220 (year 2015),  Features Intersected: DOWNING PINES OVER I-20
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 22.812,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53704510614171,  Location: .99 MI E OF WELL RD (Lat: 32.511111,  Lng: -92.174611),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 6,220 (year 2015),  Features Intersected: DOWNING PINES OVER I-20
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 23.302,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53704510616635,  Location: 1.3 MI E OF THOMAS RD (Lat: 32.497869,  Lng: -92.136719),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 8,120 (year 2015),  Features Intersected: ON/OFF RAMP UNDER LA 34
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53704510616635,  Location: 1.3 MI E OF THOMAS RD (Lat: 32.497761,  Lng: -92.136689),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 8,120 (year 2015),  Features Intersected: LA 34 S RAMP TO I-20 E O
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 19.352,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53704510616635,  Location: 1.3 MI E OF THOMAS RD (Lat: 32.497639,  Lng: -92.136761),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 8,120 (year 2015),  Features Intersected: LA 34 S RAMP TO I-20 E O
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 26.760,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53704510616635,  Location: 0.13 MI N OF I-20/MILL ST (Lat: 32.498839,  Lng: -92.136700),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 8,120 (year 2015),  Features Intersected: LA 34 S RAMP OVER LA 34
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.126,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53704510616635,  Location: 0.13 MI N OF I-20/MILL ST (Lat: 32.498889,  Lng: -92.136661),  Route carried "under" structure: State highway 34,  Structure Length: 0. m,  Average Daily Traffic: 12,450 (year 2018),  Features Intersected: MILL ST UNDER LA 34 RAMP,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.017,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 0.0m

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Structure Number: 53708371701301,  Location: 1.3 MI. W. OF STELLA MILL (Lat: 32.505661,  Lng: -92.157481),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 28,200 (year 2015),  Features Intersected: THOMAS RD. OVER I-20 EXI
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.174,  Lanes on structure: 6,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 53708371701301,  Location: 1.3 MI. W. OF STELLA MILL (Lat: 32.505900,  Lng: -92.157489),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 28,200 (year 2015),  Features Intersected: THOMAS RD OVER I-20 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 24.573,  Lanes on structure: 6,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 53708371701301,  Location: 1.3 MI W OF STELLA MILL (Lat: 32.505981,  Lng: -92.157169),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 28,200 (year 2015),  Features Intersected: THOMAS RD OVER I-20WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.515,  Lanes on structure: 6,  Lanes under structure: 2,  Length of Maximum Span: 0.0m