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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 26
Total length: 1,276 meters (4,186ft)
Total costs: $75,334,000
Total average daily traffic: 581,420
Total average daily truck traffic: 118,356
National Bridge Inventory (NBI) Registered Bridges for West Monroe
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New bridges - Historical Statistics

  • 1960-1969: 15
  • 1970-1979: 0
  • 1980-1989: 4
  • 1990-1999: 1
  • 2000-2009: 6

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 53700670907131,  Location: LA 34 OVER I-20 (Lat: 32.497817,  Lng: -92.139117),  Route carried "on" structure: State highway 34,  Year Built: 1965,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 25,000 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,000 (year 2032),  Design Load: HS 20,  Features Intersected: LA 34 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.472,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53701580110121,  Location: LA 546 OVER I-20 (Lat: 32.509133,  Lng: -92.246967),  Route carried "on" structure: State highway 546,  Year Built: 2008,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 2,700 (year 2011),  Truck Traffic: 30%,  Average Future Daily Traffic: 1,620 (year 2032),  Design Load: H 15,  Features Intersected: INTG I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.283,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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 10,  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: 32.537583,  Lng: -92.148528),  Route carried "on" structure: State highway 143,  Year Built: 1996,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,800 (year 2011),  Average Future Daily Traffic: 7,680 (year 2032),  Design Load: HS 20,  Features Intersected: TUPAWEK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510613171,  Location: 3.2 MI EAST OF LA 546 (Lat: 32.510917,  Lng: -92.191867),  Route carried "on" structure: Interstate 3249,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 64,800 (year 2011),  Truck Traffic: 30%,  Average Future Daily Traffic: 38,880 (year 2032),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 21.191,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  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: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: March 12,  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: 32.497611,  Lng: -92.136833),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 8,400 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 5,040 (year 2032),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.758,  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 10,  Bridge Improvement Cost: $2,168,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $3,252,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510616841,  Location: 05374510616841 (Lat: 32.496967,  Lng: -92.133300),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 279.04m (915.49ft),  Average Daily Traffic: 49,740 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 29,844 (year 2032),  Design Load: HS 20,  Features Intersected: CITY ST/ICG RR/OUACHITA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.096,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 24.0m (78.7ft), Horizontal Clearance: 54.8m (179.8ft)),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 11,  Underwater Inspection Date: December 2008,  Bridge Improvement Cost: $23,803,000,  Roadway Improvement Cost: $2,380,000,  Total Project Cost: $35,704,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510616842,  Location: 05374510616842 (Lat: 32.496967,  Lng: -92.133300),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 279.04m (915.49ft),  Average Daily Traffic: 49,740 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 29,844 (year 2032),  Design Load: HS 20,  Features Intersected: CITY ST/ICG RR/OUACHITA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.096,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 24.0m (78.7ft), Horizontal Clearance: 54.8m (179.8ft)),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 12 months,  Inspection Date: September 11,  Bridge Improvement Cost: $23,803,000,  Roadway Improvement Cost: $2,380,000,  Total Project Cost: $35,704,000 ( Estimate for 2012),  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: 32.496167,  Lng: -92.128611),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 8,400 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,040 (year 2032),  Design Load: HS 20,  Features Intersected: I20;RAMP 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.546,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 10,  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: 32.495972,  Lng: -92.127611),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 8,400 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,040 (year 2032),  Design Load: HS 20,  Features Intersected: I20;RAMP 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.643,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 10,  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: 32.495417,  Lng: -92.124417),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 8,290 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,974 (year 2032),  Design Load: HS 20,  Features Intersected: I20;RAMP 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.948,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 10,  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: 32.495028,  Lng: -92.122083),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 8,290 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,974 (year 2032),  Design Load: HS 20,  Features Intersected: I20;RAMP 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.174,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 10,  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: 32.511667,  Lng: -92.173333),  Route carried "on" structure: State highway 617,  Year Built: 1986,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 32,500 (year 2011),  Average Future Daily Traffic: 19,500 (year 2032),  Design Load: HS 20,  Features Intersected: LA 617 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53732303920881,  Location: TRAVIS ST WEST MONRO (Lat: 32.505000,  Lng: -92.146667),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 150 (year 1979),  Average Future Daily Traffic: 90 (year 2032),  Design Load: H 10,  Features Intersected: BLACK BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 5,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Critical,  Channel: Satisfactory,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $273,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber
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Structure Number: 53732304920911,  Location: WEST MONROE (Lat: 32.506667,  Lng: -92.151667),  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 2032),  Design Load: HS 20,  Features Intersected: BLACK BAYOU,  Facility Carried by Structure: LOCAL ROAD
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: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53732304921041,  Location: P3732304921041 (Lat: 32.506667,  Lng: -92.173333),  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: CITY STREET
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: Very good,  Culverts: Very good,  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 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53732305921041,  Location: P3732305921041 (Lat: 32.508333,  Lng: -92.173333),  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: CITY STREET
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: 15.4m (50.5ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $220,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53732306921041,  Location: P3732306921041 (Lat: 32.510000,  Lng: -92.173333),  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: CITY STREET
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: Arch - Deck,  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)

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: September 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53732306921051,  Location: P3732306921051 (Lat: 32.510000,  Lng: -92.175000),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.94m (3.08ft),  Design Load: HS 20,  Features Intersected: HORSE CREEK,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10
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Structure Number: 53732321920991,  Location: 2 MI. NW W. MONROE (Lat: 32.535000,  Lng: -92.165000),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 410 (year 1979),  Average Future Daily Traffic: 246 (year 2032),  Design Load: H 10,  Features Intersected: S TUPAWEK CREEK,  Facility Carried by Structure: CITY STREET
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: 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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 10.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $181,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53732327920991,  Location: 2.0 MILES NW W.MONROE (Lat: 32.545000,  Lng: -92.165000),  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 2032),  Design Load: H 15,  Features Intersected: N TUPAWEK CREEK,  Facility Carried by Structure: LOCAL ROAD
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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53700670907131,  Location: LA 34 OVER I-20 (Lat: 32.497817,  Lng: -92.139117),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 84,000 (year 2011),  Truck Traffic: 25%,  Features Intersected: LA 34 OVER I-20,  Facility Carried by Structure: LA0034
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 26.549,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 53701580110121,  Location: LA 546 OVER I-20 (Lat: 32.509133,  Lng: -92.246967),  Route carried "under" structure: Interstate 20,  Year Built: 2008,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 50,000 (year 2011),  Truck Traffic: 25%,  Features Intersected: INTG I-20,  Facility Carried by Structure: LA0546
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 16.074,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53704510613171,  Location: 3.2 MI EAST OF LA 546 (Lat: 32.510917,  Lng: -92.191867),  Route carried "under" structure: Interstate 20,  Year Built: 1963,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 64,800 (year 2011),  Truck Traffic: 25%,  Features Intersected: I-20,  Facility Carried by Structure: LA3249
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 21.191,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 53704510616635,  Location: .3 MI EAST OF LA 34 (Lat: 32.497611,  Lng: -92.136833),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1965,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 84,000 (year 2011),  Truck Traffic: 25%,  Features Intersected: I-20
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 26.758,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 53704510616841,  Location: 05374510616841 (Lat: 32.496967,  Lng: -92.133300),  Route carried "under" structure: Business US 165,  Year Built: 1965,  Structure Length: 279.04m (915.49ft),  Average Daily Traffic: 9,200 (year 2011),  Truck Traffic: 17%,  Features Intersected: CITY ST/ICG RR/OUACHITA,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 26.355,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 53704510616842,  Location: 05374510616842 (Lat: 32.496967,  Lng: -92.133300),  Route carried "under" structure: Business US 165,  Year Built: 1965,  Structure Length: 279.04m (915.49ft),  Average Daily Traffic: 9,200 (year 2011),  Truck Traffic: 17%,  Features Intersected: CITY ST/ICG RR/OUACHITA,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 26.372,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 45.7m (149.9ft)

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