Bridge Statistics for Carencro, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 351ft / 107mTotal length
- $972,000Total costs
- 441,242Total average daily traffic
- 54,471Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Carencro
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 21960-1969
- 41970-1979
- 111980-1989
- 31990-1999
- 22000-2009
- 52010-2019
- Bridge Condition - Deck
- 63.0%Good
- 33.3%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 59.3%Good
- 37.0%Satisfactory
- 3.7%Fair
- Bridge Condition - Substructure
- 7.4%Very good
- 33.3%Good
- 37.0%Satisfactory
- 14.8%Fair
- 3.7%Poor
- 3.7%Serious
- Bridge Condition - Channel
- 45.8%Very good
- 33.3%Good
- 16.7%Satisfactory
- 4.2%Fair
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Structure Number: 32800000000058, Location: 0.40 Mi W of LA 93 (Lat: 30.326711, Lng: -92.036431), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: Coulee, Facility Carried by Structure: Rue Basin
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 28.5 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: 22.0 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 32800000000058, Location: 0.40 Mi W of LA 93 (Lat: 30.326711, Lng: -92.036431), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: Coulee, Facility Carried by Structure: Rue Basin
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 28.5 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: 22.0 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 32800000030391, Location: 0.2 Mi. N of Kidder Road (Lat: 30.358981, Lng: -92.018519), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,110 (year 2020), Average Future Daily Traffic: 2,729 (year 2040), Design Load: HS 20, Features Intersected: TRAPPEY RD. OVER DRAIN, Facility Carried by Structure: Trappey Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, 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: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 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: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32800000030391, Location: 0.2 Mi. N of Kidder Road (Lat: 30.358981, Lng: -92.018519), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,110 (year 2020), Average Future Daily Traffic: 2,729 (year 2040), Design Load: HS 20, Features Intersected: TRAPPEY RD. OVER DRAIN, Facility Carried by Structure: Trappey Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, 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: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 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: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32800000030415, Location: 1.60 Mi E of I-49 (Lat: 30.326750, Lng: -92.022289), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,188 (year 2020), Average Future Daily Traffic: 2,920 (year 2040), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: St. Esprit Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 33.7 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: 30.8 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: Better than 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: January 2022, Deck Structure Type: Other
Structure Number: 32800000030415, Location: 1.60 Mi E of I-49 (Lat: 30.326750, Lng: -92.022289), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,188 (year 2020), Average Future Daily Traffic: 2,920 (year 2040), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: St. Esprit Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 33.7 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: 30.8 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: Better than 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: January 2022, Deck Structure Type: Other
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Structure Number: 32800000030423, Location: 1.49 MI N OF LA 1252 (Lat: 30.355819, Lng: -92.017700), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 317 (year 2020), Average Future Daily Traffic: 779 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: Kidder Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32800000030423, Location: 1.49 MI N OF LA 1252 (Lat: 30.355819, Lng: -92.017700), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 317 (year 2020), Average Future Daily Traffic: 779 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: Kidder Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32800000030481, Location: 0.24 MI NW OF LA 726 (Lat: 30.325611, Lng: -92.046100), Route carried "on" structure: County highway , Year Built: 2016, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2022), Average Future Daily Traffic: 220 (year 2036), Features Intersected: DRAIN, Facility Carried by Structure: RAILROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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, Inspection Date: October 2021, Deck Structure Type: Wood or Timber
Structure Number: 32800000030481, Location: 0.24 MI NW OF LA 726 (Lat: 30.325611, Lng: -92.046100), Route carried "on" structure: County highway , Year Built: 2016, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2022), Average Future Daily Traffic: 220 (year 2036), Features Intersected: DRAIN, Facility Carried by Structure: RAILROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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, Inspection Date: October 2021, Deck Structure Type: Wood or Timber
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Structure Number: 32800000032805, Location: 0.30 Mi S of LA 726 (Lat: 30.318411, Lng: -92.043181), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 83 (year 2039), Design Load: HL 93, Features Intersected: Gaston Coulee, Facility Carried by Structure: Andre Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 62.5 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: 49.9 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 32800000032805, Location: 0.30 Mi S of LA 726 (Lat: 30.318411, Lng: -92.043181), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 83 (year 2039), Design Load: HL 93, Features Intersected: Gaston Coulee, Facility Carried by Structure: Andre Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 62.5 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: 49.9 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 32800000200008, Location: 2.6 MI N of LA 98 (Lat: 30.325639, Lng: -91.999650), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 145 (year 2020), Average Future Daily Traffic: 356 (year 2040), Design Load: HS 20, Features Intersected: GASTON COULEE, Facility Carried by Structure: Beau Bassin Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32800000200008, Location: 2.6 MI N of LA 98 (Lat: 30.325639, Lng: -91.999650), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 145 (year 2020), Average Future Daily Traffic: 356 (year 2040), Design Load: HS 20, Features Intersected: GASTON COULEE, Facility Carried by Structure: Beau Bassin Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32803910404221, Location: 4.22 MI WEST OF I-49 (Lat: 30.350339, Lng: -91.980900), Route carried "on" structure: State highway 1252, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 3,900 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 4,914 (year 2036), Design Load: HS 20, Features Intersected: BAYOU VERMILION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $475,000, Total Project Cost: $712,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32803910404221, Location: 4.22 MI WEST OF I-49 (Lat: 30.350339, Lng: -91.980900), Route carried "on" structure: State highway 1252, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 3,900 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 4,914 (year 2036), Design Load: HS 20, Features Intersected: BAYOU VERMILION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $475,000, Total Project Cost: $712,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32804500503681, Location: 1.65 MI E of LA 724 (Lat: 30.247131, Lng: -92.114600), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 32,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 40,143 (year 2036), Design Load: HS 20, Features Intersected: B ILE DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32804500503681, Location: 1.65 MI E of LA 724 (Lat: 30.247131, Lng: -92.114600), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 32,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 40,143 (year 2036), Design Load: HS 20, Features Intersected: B ILE DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32804550104471, Location: I-49 OVER LA 726 (Lat: 30.322111, Lng: -92.033900), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 28,750 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 42,638 (year 2036), Design Load: HS 20, Features Intersected: LA 726
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.157, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32804550104471, Location: I-49 OVER LA 726 (Lat: 30.322111, Lng: -92.033900), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 28,750 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 42,638 (year 2036), Design Load: HS 20, Features Intersected: LA 726
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.157, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32804550104472, Location: I-49 OVER LA 726 (Lat: 30.322719, Lng: -92.034400), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: LA 726
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.474, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32804550104472, Location: I-49 OVER LA 726 (Lat: 30.322719, Lng: -92.034400), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: LA 726
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.474, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32804550104841, Location: 0.37 MI NORTH OF LA 726 (Lat: 30.327281, Lng: -92.035600), Route carried "on" structure: Interstate 49, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.752, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 455-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 32804550104841, Location: 0.37 MI NORTH OF LA 726 (Lat: 30.327281, Lng: -92.035600), Route carried "on" structure: Interstate 49, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.752, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 455-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 32804550104842, Location: 2.60 Mi S of La 182 (Lat: 30.327469, Lng: -92.036000), Route carried "on" structure: Interstate 49, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.926, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 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: Equal 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, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 32804550104842, Location: 2.60 Mi S of La 182 (Lat: 30.327469, Lng: -92.036000), Route carried "on" structure: Interstate 49, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.926, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 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: Equal 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, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 32804550104843, Location: 0.37 MI NORTH OF LA 726 (Lat: 30.327481, Lng: -92.035439), Route carried "on" structure: ServiceInterstate 49, Year Built: 1989, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,420 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,443 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.213, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 7 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32804550104843, Location: 0.37 MI NORTH OF LA 726 (Lat: 30.327481, Lng: -92.035439), Route carried "on" structure: ServiceInterstate 49, Year Built: 1989, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,420 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,443 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.213, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 7 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32804550104844, Location: 2.60 Mi S of La 182 (Lat: 30.327039, Lng: -92.036039), Route carried "on" structure: ServiceInterstate 49, Year Built: 1989, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,420 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,443 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32804550104844, Location: 2.60 Mi S of La 182 (Lat: 30.327039, Lng: -92.036039), Route carried "on" structure: ServiceInterstate 49, Year Built: 1989, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,420 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,443 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU BRIDGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32804550105331, Location: 0.87 MI NORTH OF LA 726 (Lat: 30.336639, Lng: -92.039489), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 43,200 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 54,432 (year 2036), Design Load: HS 20, Features Intersected: I-49, Facility Carried by Structure: MICHAUD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.344, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32804550105331, Location: 0.87 MI NORTH OF LA 726 (Lat: 30.336639, Lng: -92.039489), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 43,200 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 54,432 (year 2036), Design Load: HS 20, Features Intersected: I-49, Facility Carried by Structure: MICHAUD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.344, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32804550107471, Location: I-49 OVER LA 182 (Lat: 30.363689, Lng: -92.047900), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: LA 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.956, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 455-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32804550107471, Location: I-49 OVER LA 182 (Lat: 30.363689, Lng: -92.047900), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: LA 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.956, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 455-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32804550107472, Location: I-49 OVER LA 182 (Lat: 30.364281, Lng: -92.048300), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: LA 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.677, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 455-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32804550107472, Location: I-49 OVER LA 182 (Lat: 30.364281, Lng: -92.048300), Route carried "on" structure: Interstate 49, Year Built: 1981, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 22,100 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 32,659 (year 2036), Design Load: HS 20, Features Intersected: LA 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.677, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 455-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32808284400001, Location: 0.01 MI EAST OF LA 182 (Lat: 30.323231, Lng: -92.048781), Route carried "on" structure: State highway 726, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 13,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 17,388 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 20 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: 13.7m (44.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32808284400001, Location: 0.01 MI EAST OF LA 182 (Lat: 30.323231, Lng: -92.048781), Route carried "on" structure: State highway 726, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 13,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 17,388 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 20 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: 13.7m (44.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32808284400051, Location: 0.5 MI EAST OF LA 182 (Lat: 30.321769, Lng: -92.041889), Route carried "on" structure: State highway 726, Year Built: 2005, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 13,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 17,388 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.4 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: 42.8 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32808284400051, Location: 0.5 MI EAST OF LA 182 (Lat: 30.321769, Lng: -92.041889), Route carried "on" structure: State highway 726, Year Built: 2005, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 13,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 17,388 (year 2036), Design Load: HS 20, Features Intersected: COULEE BEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.4 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: 42.8 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32830185915941, Location: 1.34 Mi NW of LA 98 (Lat: 30.309481, Lng: -91.989350), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 660 (year 2020), Average Future Daily Traffic: 1,622 (year 2040), Design Load: HS 20, Features Intersected: VERMILION RIVER, Facility Carried by Structure: Wilderness Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.6 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: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32830185915941, Location: 1.34 Mi NW of LA 98 (Lat: 30.309481, Lng: -91.989350), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 660 (year 2020), Average Future Daily Traffic: 1,622 (year 2040), Design Load: HS 20, Features Intersected: VERMILION RIVER, Facility Carried by Structure: Wilderness Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.6 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: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32830185915951, Location: 1.34 Mi N of LA 98 (Lat: 30.309831, Lng: -91.990261), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 650 (year 2020), Average Future Daily Traffic: 1,598 (year 2040), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Beau Bassin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32830185915951, Location: 1.34 Mi N of LA 98 (Lat: 30.309831, Lng: -91.990261), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 650 (year 2020), Average Future Daily Traffic: 1,598 (year 2040), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Beau Bassin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32830192920281, Location: 0.30 MI EAST OF LA 182 (Lat: 30.319589, Lng: -92.046619), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 13,800 (year 2020), Average Future Daily Traffic: 33,924 (year 2040), Design Load: HS 20, Features Intersected: CHURCH ST. BRIDGE, Facility Carried by Structure: N. Church St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32830192920281, Location: 0.30 MI EAST OF LA 182 (Lat: 30.319589, Lng: -92.046619), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 13,800 (year 2020), Average Future Daily Traffic: 33,924 (year 2040), Design Load: HS 20, Features Intersected: CHURCH ST. BRIDGE, Facility Carried by Structure: N. Church St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32830192920291, Location: 0.20 MI SE of LA 726 (Lat: 30.320150, Lng: -92.047639), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 492 (year 2040), Design Load: HS 15, Features Intersected: COULEE, Facility Carried by Structure: Jack St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.7 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: 18.1 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: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $89,000, Total Project Cost: $133,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32830192920291, Location: 0.20 MI SE of LA 726 (Lat: 30.320150, Lng: -92.047639), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 492 (year 2040), Design Load: HS 15, Features Intersected: COULEE, Facility Carried by Structure: Jack St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.7 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: 18.1 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: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $89,000, Total Project Cost: $133,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32830193920291, Location: 0.06 Mi NE of LA 182 (Lat: 30.322069, Lng: -92.048500), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 492 (year 2040), Design Load: HS 15, Features Intersected: COULEE, Facility Carried by Structure: E. Armand St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $85,000, Total Project Cost: $127,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32830193920291, Location: 0.06 Mi NE of LA 182 (Lat: 30.322069, Lng: -92.048500), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 492 (year 2040), Design Load: HS 15, Features Intersected: COULEE, Facility Carried by Structure: E. Armand St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $85,000, Total Project Cost: $127,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32830199920041, Location: 1.82 Mi E of I-49 (Lat: 30.331619, Lng: -92.008161), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 340 (year 2020), Average Future Daily Traffic: 835 (year 2040), Design Load: H 10, Features Intersected: COULEE, Facility Carried by Structure: Rue Des Etoiles
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32830199920041, Location: 1.82 Mi E of I-49 (Lat: 30.331619, Lng: -92.008161), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 340 (year 2020), Average Future Daily Traffic: 835 (year 2040), Design Load: H 10, Features Intersected: COULEE, Facility Carried by Structure: Rue Des Etoiles
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32830206920401, Location: 1.08 Mi W of LA 182 (Lat: 30.342569, Lng: -92.066489), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 317 (year 2022), Average Future Daily Traffic: 349 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Bajat Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 26.2 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: 20.1 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32830206920401, Location: 1.08 Mi W of LA 182 (Lat: 30.342569, Lng: -92.066489), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 317 (year 2022), Average Future Daily Traffic: 349 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Bajat Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 26.2 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: 20.1 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32830221915931, Location: 1.2 MI N OF LA 1252 (Lat: 30.367400, Lng: -91.988239), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 700 (year 2020), Average Future Daily Traffic: 1,720 (year 2040), Design Load: HS 20, Features Intersected: Bayou Carencro, Facility Carried by Structure: Arnaudville Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.2 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: 20.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: June 2018, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32830221915931, Location: 1.2 MI N OF LA 1252 (Lat: 30.367400, Lng: -91.988239), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 700 (year 2020), Average Future Daily Traffic: 1,720 (year 2040), Design Load: HS 20, Features Intersected: Bayou Carencro, Facility Carried by Structure: Arnaudville Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.2 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: 20.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: June 2018, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32830221920051, Location: 1.08 Mi N of LA 1252 (Lat: 30.367511, Lng: -92.008881), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 360 (year 2020), Average Future Daily Traffic: 884 (year 2040), Design Load: HS 20, Features Intersected: CARENCRO BAYOU, Facility Carried by Structure: Meche Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, Operating Rating: 33.4 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32830221920051, Location: 1.08 Mi N of LA 1252 (Lat: 30.367511, Lng: -92.008881), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 360 (year 2020), Average Future Daily Traffic: 884 (year 2040), Design Load: HS 20, Features Intersected: CARENCRO BAYOU, Facility Carried by Structure: Meche Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, Operating Rating: 33.4 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32804550104471, Location: 0.9 MI E OF LA 182 (Lat: 30.322339, Lng: -92.034050), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 EB UNDER I-49 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 1.519, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550104471, Location: 0.9 MI E OF LA 182 (Lat: 30.322339, Lng: -92.034050), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 EB UNDER I-49 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 1.519, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550104471, Location: 0.9 MI E OF LA 182 (Lat: 30.322531, Lng: -92.033969), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 WB UNDER I-49 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.140, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550104471, Location: 0.9 MI E OF LA 182 (Lat: 30.322531, Lng: -92.033969), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 WB UNDER I-49 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.140, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550104472, Location: 0.9 MI E OF LA 182 (Lat: 30.322289, Lng: -92.034339), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 EB UNDER I-49 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 1.490, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550104472, Location: 0.9 MI E OF LA 182 (Lat: 30.322289, Lng: -92.034339), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 EB UNDER I-49 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 1.490, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550104472, Location: 0.9 MI E OF LA 182 (Lat: 30.322469, Lng: -92.034261), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 WB UNDER I-49 SB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.169, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550104472, Location: 0.9 MI E OF LA 182 (Lat: 30.322469, Lng: -92.034261), Route carried "under" structure: State highway 726, Structure Length: 0. m, Average Daily Traffic: 13,800 (year 2015), Features Intersected: LA 726 WB UNDER I-49 SB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.169, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.336981, Lng: -92.039189), Route carried "under" structure: Interstate 49, Structure Length: 0. m, Average Daily Traffic: 43,200 (year 2014), Features Intersected: I-49 SB UNDER N. MICHAUD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 4.828, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.336981, Lng: -92.039189), Route carried "under" structure: Interstate 49, Structure Length: 0. m, Average Daily Traffic: 43,200 (year 2014), Features Intersected: I-49 SB UNDER N. MICHAUD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 4.828, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.336711, Lng: -92.039339), Route carried "under" structure: ServiceInterstate 49, Structure Length: 0. m, Average Daily Traffic: 4,320 (year 2014), Features Intersected: I-49 SB FRONTAGE RD UNDE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.910, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.336711, Lng: -92.039339), Route carried "under" structure: ServiceInterstate 49, Structure Length: 0. m, Average Daily Traffic: 4,320 (year 2014), Features Intersected: I-49 SB FRONTAGE RD UNDE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.910, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.337081, Lng: -92.038950), Route carried "under" structure: Interstate 49, Structure Length: 0. m, Average Daily Traffic: 43,200 (year 2014), Features Intersected: I-49 NB UNDER N. MICHAUD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 9.387, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.337081, Lng: -92.038950), Route carried "under" structure: Interstate 49, Structure Length: 0. m, Average Daily Traffic: 43,200 (year 2014), Features Intersected: I-49 NB UNDER N. MICHAUD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 9.387, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.337261, Lng: -92.038769), Route carried "under" structure: Interstate 49, Structure Length: 0. m, Average Daily Traffic: 4,320 (year 2014), Features Intersected: I-49 NB FRONTAGE RD UNDE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 8.344, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550105331, Location: 1.0 MI N OF LA 726 (Lat: 30.337261, Lng: -92.038769), Route carried "under" structure: Interstate 49, Structure Length: 0. m, Average Daily Traffic: 4,320 (year 2014), Features Intersected: I-49 NB FRONTAGE RD UNDE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 8.344, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550107471, Location: 2.8 MI N OF LA 726 (Lat: 30.363911, Lng: -92.048019), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 N UNDER I-49 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 15.141, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550107471, Location: 2.8 MI N OF LA 726 (Lat: 30.363911, Lng: -92.048019), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 N UNDER I-49 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 15.141, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550107471, Location: 2.8 MI N OF LA 726 (Lat: 30.364369, Lng: -92.048039), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 SB UNDER I-49 NB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 1.392, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550107471, Location: 2.8 MI N OF LA 726 (Lat: 30.364369, Lng: -92.048039), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 SB UNDER I-49 NB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 1.392, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550107472, Location: 2.8 MI N OF LA 726 (Lat: 30.363511, Lng: -92.048189), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 NB UNDER I-49 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 15.094, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550107472, Location: 2.8 MI N OF LA 726 (Lat: 30.363511, Lng: -92.048189), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 NB UNDER I-49 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 15.094, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 32804550107472, Location: 2.8 MI N OF LA 726 (Lat: 30.363961, Lng: -92.048211), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 SB UNDER I-49 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 1.439, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 32804550107472, Location: 2.8 MI N OF LA 726 (Lat: 30.363961, Lng: -92.048211), Route carried "under" structure: State highway 182, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2015), Features Intersected: LA 182 SB UNDER I-49 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 1.439, Lanes on structure: 2, Length of Maximum Span: 0.0m