Bridge Statistics for Central, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 121950-1959
- 231960-1969
- 31970-1979
- 51980-1989
- 11990-1999
- 32000-2009
- 52010-2019
- Bridge Condition - Deck
- 8.5%Very good
- 38.3%Good
- 27.7%Satisfactory
- 17.0%Fair
- 4.3%Poor
- 4.3%Serious
- Bridge Condition - Superstructure
- 10.6%Very good
- 29.8%Good
- 34.0%Satisfactory
- 14.9%Fair
- 6.4%Poor
- 2.1%Serious
- 2.1%Imminent failure
- Bridge Condition - Substructure
- 6.4%Very good
- 17.0%Good
- 6.4%Satisfactory
- 12.8%Fair
- 42.6%Poor
- 12.8%Serious
- 2.1%Imminent failure
- Bridge Condition - Channel
- 9.4%Very good
- 28.3%Good
- 39.6%Satisfactory
- 15.1%Fair
- 7.5%Poor
- Bridge Condition - Culverts
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
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Structure Number: 611730389905281, Location: 3.2 MI. S. OF PRIDE (Lat: 30.648761, Lng: -90.965319), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 332 (year 2019), Average Future Daily Traffic: 365 (year 2039), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: Stoney Point Burch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $296,000, Total Project Cost: $444,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 611730389905281, Location: 3.2 MI. S. OF PRIDE (Lat: 30.648761, Lng: -90.965319), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 332 (year 2019), Average Future Daily Traffic: 365 (year 2039), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: Stoney Point Burch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $296,000, Total Project Cost: $444,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 611730389910041, Location: 2.3 MI E LA 64,LA67 JCT (Lat: 30.649819, Lng: -91.065831), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4 (year 2019), Average Future Daily Traffic: 4 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Black Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Poor, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 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: Meets minimum limits, 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: 20.0 - 29.9% below), 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
Structure Number: 611730389910041, Location: 2.3 MI E LA 64,LA67 JCT (Lat: 30.649819, Lng: -91.065831), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4 (year 2019), Average Future Daily Traffic: 4 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Black Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Poor, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 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: Meets minimum limits, 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: 20.0 - 29.9% below), 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
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Structure Number: 611730392905891, Location: 4.1 MI.E.LA64,LA410 (Lat: 30.654011, Lng: -90.984819), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,149 (year 2019), Average Future Daily Traffic: 1,264 (year 2039), Design Load: HS 20, Features Intersected: WIND BAYOU, Facility Carried by Structure: Peairs Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 611730392905891, Location: 4.1 MI.E.LA64,LA410 (Lat: 30.654011, Lng: -90.984819), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,149 (year 2019), Average Future Daily Traffic: 1,264 (year 2039), Design Load: HS 20, Features Intersected: WIND BAYOU, Facility Carried by Structure: Peairs Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 611730394910321, Location: 3.1 MI.ENE LA64,LA67 (Lat: 30.656181, Lng: -91.053211), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 22 (year 2019), Average Future Daily Traffic: 24 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Neff Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 611730394910321, Location: 3.1 MI.ENE LA64,LA67 (Lat: 30.656181, Lng: -91.053211), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 22 (year 2019), Average Future Daily Traffic: 24 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Neff Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 611730396911731, Location: 4.6 MI.NE.LA409,LA64 (Lat: 30.667611, Lng: -91.019719), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: HS 15, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 611730396911731, Location: 4.6 MI.NE.LA409,LA64 (Lat: 30.667611, Lng: -91.019719), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: HS 15, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 611730398910001, Location: 3.5 MILES SW. OF PRIDE (Lat: 30.665111, Lng: -91.005511), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: HS 15, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 23.3 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: 17.8 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $260,000, Total Project Cost: $390,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 611730398910001, Location: 3.5 MILES SW. OF PRIDE (Lat: 30.665111, Lng: -91.005511), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: HS 15, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 23.3 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: 17.8 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $260,000, Total Project Cost: $390,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 611730398910031, Location: 2.6 MI. SW. OF PRIDE (Lat: 30.665789, Lng: -91.006719), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: H 20, Features Intersected: LITTLE SANDY CREEK, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 611730398910031, Location: 2.6 MI. SW. OF PRIDE (Lat: 30.665789, Lng: -91.006719), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: H 20, Features Intersected: LITTLE SANDY CREEK, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 611730399910051, Location: 2.6 MI SOUTHWEST OF (Lat: 30.666131, Lng: -91.007611), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: HS 15, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 18.8 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: 14.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 611730399910051, Location: 2.6 MI SOUTHWEST OF (Lat: 30.666131, Lng: -91.007611), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 377 (year 2019), Average Future Daily Traffic: 415 (year 2039), Design Load: HS 15, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Milldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 18.8 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: 14.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 611730404910091, Location: 4.8 MI.N.LA409, LA64 (Lat: 30.673131, Lng: -91.014739), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 220 (year 2019), Average Future Daily Traffic: 242 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Hunt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 611730404910091, Location: 4.8 MI.N.LA409, LA64 (Lat: 30.673131, Lng: -91.014739), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 220 (year 2019), Average Future Daily Traffic: 242 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Hunt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 611730411910251, Location: 3.9 MI. WEST OF PRID (Lat: 30.685581, Lng: -91.040911), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,379 (year 2019), Average Future Daily Traffic: 1,517 (year 2039), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: Jackson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 611730411910251, Location: 3.9 MI. WEST OF PRID (Lat: 30.685581, Lng: -91.040911), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,379 (year 2019), Average Future Daily Traffic: 1,517 (year 2039), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: Jackson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 623200000620275, Location: 3.0 MILES WEST OF LA 16 (Lat: 30.535261, Lng: -90.983900), Route carried "on" structure: State highway 64, Year Built: 2012, Status: Open, Structure Length: 77.72m (254.99ft), Average Daily Traffic: 21,900 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 18,662 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 262-31-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.9 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 623200000620275, Location: 3.0 MILES WEST OF LA 16 (Lat: 30.535261, Lng: -90.983900), Route carried "on" structure: State highway 64, Year Built: 2012, Status: Open, Structure Length: 77.72m (254.99ft), Average Daily Traffic: 21,900 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 18,662 (year 2036), Design Load: HS 20, Features Intersected: AMITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 262-31-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.9 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 623202620204011, Location: LA 16 LOG MI 4.01 (Lat: 30.539239, Lng: -90.956900), Route carried "on" structure: State highway 16, Year Built: 1982, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 23,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20,124 (year 2036), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.370, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 262-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623202620204011, Location: LA 16 LOG MI 4.01 (Lat: 30.539239, Lng: -90.956900), Route carried "on" structure: State highway 16, Year Built: 1982, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 23,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20,124 (year 2036), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.370, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 262-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623202730300661, Location: LA0064 (Lat: 30.531781, Lng: -90.963900), Route carried "on" structure: State highway 64, Year Built: 1955, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 12,728 (year 2036), Design Load: H 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.941, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 273-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623202730300661, Location: LA0064 (Lat: 30.531781, Lng: -90.963900), Route carried "on" structure: State highway 64, Year Built: 1955, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 12,728 (year 2036), Design Load: H 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.941, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 273-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623208323500501, Location: 0.5 M NW OF LA 1019 (Lat: 30.575661, Lng: -90.967800), Route carried "on" structure: State highway 1020, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 650 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 576 (year 2036), Design Load: H 10, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.795, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208323500501, Location: 0.5 M NW OF LA 1019 (Lat: 30.575661, Lng: -90.967800), Route carried "on" structure: State highway 1020, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 650 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 576 (year 2036), Design Load: H 10, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.795, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623230326905711, Location: .5 MI N OF LA16& 1025 JCT (Lat: 30.543881, Lng: -90.954911), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 250 (year 2016), Average Future Daily Traffic: 215 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE OVER BEAVER CREEK, Facility Carried by Structure: Acadiana Place Sub
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: 9.4m (30.8ft), Skew: 9 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.2 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623230326905711, Location: .5 MI N OF LA16& 1025 JCT (Lat: 30.543881, Lng: -90.954911), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 250 (year 2016), Average Future Daily Traffic: 215 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE OVER BEAVER CREEK, Facility Carried by Structure: Acadiana Place Sub
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: 9.4m (30.8ft), Skew: 9 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.2 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610308030705441, Location: 2.1 MI E OF LA 42 (Lat: 30.623131, Lng: -91.007000), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 79,453 (year 2013), Features Intersected: I-10 EB UNDER LA 928
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.038, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 610308030705441, Location: 2.1 MI E OF LA 42 (Lat: 30.623131, Lng: -91.007000), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 79,453 (year 2013), Features Intersected: I-10 EB UNDER LA 928
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.038, Lanes on structure: 2, Length of Maximum Span: 0.0m