Bridge Statistics for Hayes, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 269ft / 81.9mTotal length
- $393,000Total costs
- 13,520Total average daily traffic
- 2,194Total average daily truck traffic
- 9,598Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hayes
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 11970-1979
- 41980-1989
- 21990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 22.2%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 69.2%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 71000000070046, Location: 1.8 MI W OF LA 14 (Lat: 30.114750, Lng: -92.989339), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 353 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 388 (year 2041), Design Load: Greater than HL93, Features Intersected: BELL CITY DRAINAGE CANAL, Facility Carried by Structure: ROSSIGNOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 71000000070046, Location: 1.8 MI W OF LA 14 (Lat: 30.114750, Lng: -92.989339), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 353 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 388 (year 2041), Design Load: Greater than HL93, Features Intersected: BELL CITY DRAINAGE CANAL, Facility Carried by Structure: ROSSIGNOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 71001960105771, Location: 5.8 MI EAST OF LA 27 (Lat: 30.126250, Lng: -92.983800), Route carried "on" structure: State highway 14, Year Built: 1959, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,660 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: H 15, Features Intersected: B C DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 71001960105771, Location: 5.8 MI EAST OF LA 27 (Lat: 30.126250, Lng: -92.983800), Route carried "on" structure: State highway 14, Year Built: 1959, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,660 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: H 15, Features Intersected: B C DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 71001960109201, Location: 9.2 MI EAST OF LA 27 (Lat: 30.110519, Lng: -92.942500), Route carried "on" structure: State highway 14, Year Built: 1966, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,730 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,903 (year 2036), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $262,000, Total Project Cost: $393,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 71001960109201, Location: 9.2 MI EAST OF LA 27 (Lat: 30.110519, Lng: -92.942500), Route carried "on" structure: State highway 14, Year Built: 1966, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,730 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,903 (year 2036), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $262,000, Total Project Cost: $393,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 71002090100771, Location: 0.77 MI N. OF LA 14 (Lat: 30.122719, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1996, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 71002090100771, Location: 0.77 MI N. OF LA 14 (Lat: 30.122719, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1996, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 71002090101471, Location: 6.5 MI S US 90 (Lat: 30.132439, Lng: -92.928900), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.2 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: 57.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 71002090101471, Location: 6.5 MI S US 90 (Lat: 30.132439, Lng: -92.928900), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.2 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: 57.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 71002090103001, Location: 5.1 MI S JCT US 90 (Lat: 30.154869, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: INDIAN BAYOU CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.785, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 42.1m (138.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019
Structure Number: 71002090103001, Location: 5.1 MI S JCT US 90 (Lat: 30.154869, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: INDIAN BAYOU CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.785, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 42.1m (138.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019
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Structure Number: 71030076925671, Location: .5 MI. E OF INT. 105 (Lat: 30.128050, Lng: -92.945669), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 92 (year 2021), Average Future Daily Traffic: 101 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: ALTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 71030076925671, Location: .5 MI. E OF INT. 105 (Lat: 30.128050, Lng: -92.945669), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 92 (year 2021), Average Future Daily Traffic: 101 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: ALTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 71030078925451, Location: 2.0 MI EAST OF LA 101 (Lat: 30.130039, Lng: -92.907669), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: BAYOU LACASSINE, Facility Carried by Structure: LORRAINE PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Wood or Timber
Structure Number: 71030078925451, Location: 2.0 MI EAST OF LA 101 (Lat: 30.130039, Lng: -92.907669), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: BAYOU LACASSINE, Facility Carried by Structure: LORRAINE PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Wood or Timber
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Structure Number: 71030084925881, Location: 3.0 MI WEST OF LA 101 (Lat: 30.141550, Lng: -92.979600), Route carried "on" structure: County highway , Year Built: 1999, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 295 (year 2021), Average Future Daily Traffic: 325 (year 2041), Design Load: HS 20, Features Intersected: BELL CITY DRAINAGE CANAL, Facility Carried by Structure: SIDNEY DEROUEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.6 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: 28.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 71030084925881, Location: 3.0 MI WEST OF LA 101 (Lat: 30.141550, Lng: -92.979600), Route carried "on" structure: County highway , Year Built: 1999, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 295 (year 2021), Average Future Daily Traffic: 325 (year 2041), Design Load: HS 20, Features Intersected: BELL CITY DRAINAGE CANAL, Facility Carried by Structure: SIDNEY DEROUEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.6 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: 28.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 72700000070231, Location: 2.4 MILES EAST OF CALCASI (Lat: 30.070081, Lng: -92.879700), Route carried "on" structure: State highway 14, Year Built: 2013, Status: Open, Structure Length: 58.52m (191.99ft), Average Daily Traffic: 980 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 588 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LACASSINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72700000070231, Location: 2.4 MILES EAST OF CALCASI (Lat: 30.070081, Lng: -92.879700), Route carried "on" structure: State highway 14, Year Built: 2013, Status: Open, Structure Length: 58.52m (191.99ft), Average Daily Traffic: 980 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 588 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LACASSINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 72702090200011, Location: 4.9 MI S JCT US 90 (Lat: 30.156300, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 72702090200011, Location: 4.9 MI S JCT US 90 (Lat: 30.156300, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,460 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 804 (year 2036), Design Load: HS 20, Features Intersected: GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 72702090200601, Location: 4.5 MI S JCT US 90 (Lat: 30.164631, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.909, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, 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: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 72702090200601, Location: 4.5 MI S JCT US 90 (Lat: 30.164631, Lng: -92.928800), Route carried "on" structure: State highway 101, Year Built: 1983, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.909, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, 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: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 72730068925121, Location: 1.7 MI W of LA 99 (Lat: 30.114331, Lng: -92.854089), Route carried "on" structure: County highway , Year Built: 1973, Year Reconstructed: 2021, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2036), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: WATKINS ROAD
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: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 26.6 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 72730068925121, Location: 1.7 MI W of LA 99 (Lat: 30.114331, Lng: -92.854089), Route carried "on" structure: County highway , Year Built: 1973, Year Reconstructed: 2021, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2036), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: WATKINS ROAD
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: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 26.6 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels