Bridge Statistics for Cecilia, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 135ft / 41.5mTotal length
- $4,377,000Total costs
- 123,721Total average daily traffic
- 755Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cecilia
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11960-1969
- 41970-1979
- 11980-1989
- 12010-2019
- Bridge Condition - Deck
- 14.3%Good
- 57.1%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 14.3%Good
- 57.1%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 28.6%Good
- 42.9%Satisfactory
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Structure Number: 35000000030437, Location: 2.0 MI NORTH OF LA 347 (Lat: 30.358139, Lng: -91.858100), Route carried "on" structure: State highway 686, Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,128 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.204, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other
Structure Number: 35000000030437, Location: 2.0 MI NORTH OF LA 347 (Lat: 30.358139, Lng: -91.858100), Route carried "on" structure: State highway 686, Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,128 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.204, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other
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Structure Number: 35000560500161, Location: 0.16 MI W OF LA 347 (Lat: 30.336150, Lng: -91.855400), Route carried "on" structure: State highway 355, Year Built: 1949, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,791 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 5,270 (year 2039), Design Load: H 15, Features Intersected: B TECHE @ CECELIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 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: 24.9 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $535,000, Total Project Cost: $802,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35000560500161, Location: 0.16 MI W OF LA 347 (Lat: 30.336150, Lng: -91.855400), Route carried "on" structure: State highway 355, Year Built: 1949, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,791 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 5,270 (year 2039), Design Load: H 15, Features Intersected: B TECHE @ CECELIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 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: 24.9 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $535,000, Total Project Cost: $802,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35004500605851, Location: 1.5 MI WEST OF LA 347 (Lat: 30.309539, Lng: -91.858200), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 24.99m (81.99ft), Average Daily Traffic: 5,500 (year 2015), Average Future Daily Traffic: 3,300 (year 2036), Design Load: HS 20, Features Intersected: I-10, Facility Carried by Structure: Bordelon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.360, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.42m (83.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,168,000, Total Project Cost: $3,252,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35004500605851, Location: 1.5 MI WEST OF LA 347 (Lat: 30.309539, Lng: -91.858200), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 24.99m (81.99ft), Average Daily Traffic: 5,500 (year 2015), Average Future Daily Traffic: 3,300 (year 2036), Design Load: HS 20, Features Intersected: I-10, Facility Carried by Structure: Bordelon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.360, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.42m (83.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,168,000, Total Project Cost: $3,252,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35030213914971, Location: 0.8 Mi. N. of LA 678 (Lat: 30.355739, Lng: -91.829431), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 310 (year 1971), Average Future Daily Traffic: 186 (year 2036), Design Load: HS 20, Features Intersected: DUMOLIN CANAL, Facility Carried by Structure: Johnson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 35030213914971, Location: 0.8 Mi. N. of LA 678 (Lat: 30.355739, Lng: -91.829431), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 310 (year 1971), Average Future Daily Traffic: 186 (year 2036), Design Load: HS 20, Features Intersected: DUMOLIN CANAL, Facility Carried by Structure: Johnson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 35030216914961, Location: 1.2 Mi. N. of LA 678 (Lat: 30.359781, Lng: -91.828381), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 310 (year 1971), Average Future Daily Traffic: 186 (year 2036), Design Load: HS 20, Features Intersected: DUMOLIN CANAL, Facility Carried by Structure: Johnson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: Very good, Channel: 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: Somewhat better than minimum adequacy, 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), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35030216914961, Location: 1.2 Mi. N. of LA 678 (Lat: 30.359781, Lng: -91.828381), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 310 (year 1971), Average Future Daily Traffic: 186 (year 2036), Design Load: HS 20, Features Intersected: DUMOLIN CANAL, Facility Carried by Structure: Johnson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: Very good, Channel: 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: Somewhat better than minimum adequacy, 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), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35030217914821, Location: 1.1 Mi. E of Jim Sells Rd (Lat: 30.361300, Lng: -91.801831), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 4.05m (13.29ft), Design Load: HS 20, Features Intersected: PORTAGE BAYOU, Facility Carried by Structure: Hope Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 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: 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: Better than present minimum 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35030217914821, Location: 1.1 Mi. E of Jim Sells Rd (Lat: 30.361300, Lng: -91.801831), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 4.05m (13.29ft), Design Load: HS 20, Features Intersected: PORTAGE BAYOU, Facility Carried by Structure: Hope Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 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: 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: Better than present minimum 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35030228915181, Location: 1.4 Mi NE of LA 686 (Lat: 30.379450, Lng: -91.862200), Route carried "on" structure: County highway , Year Built: 1969, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 1971), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: GRAND CANAL, Facility Carried by Structure: Orphe Guidry Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35030228915181, Location: 1.4 Mi NE of LA 686 (Lat: 30.379450, Lng: -91.862200), Route carried "on" structure: County highway , Year Built: 1969, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 1971), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: GRAND CANAL, Facility Carried by Structure: Orphe Guidry Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35030230915221, Location: 1.5 Mi. NE of LA 686 (Lat: 30.384281, Lng: -91.868889), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 1971), Average Future Daily Traffic: 36 (year 2036), Design Load: HS 20, Features Intersected: GRAND CANAL, Facility Carried by Structure: Lee Gordon Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35030230915221, Location: 1.5 Mi. NE of LA 686 (Lat: 30.384281, Lng: -91.868889), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 1971), Average Future Daily Traffic: 36 (year 2036), Design Load: HS 20, Features Intersected: GRAND CANAL, Facility Carried by Structure: Lee Gordon Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35004500605851, Location: 3.5 MI E OF LA 328 (Lat: 30.310239, Lng: -91.859061), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 2014), Features Intersected: I-10 EB UNDER BORDELON R
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 9.362, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 35004500605851, Location: 3.5 MI E OF LA 328 (Lat: 30.310239, Lng: -91.859061), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 2014), Features Intersected: I-10 EB UNDER BORDELON R
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 9.362, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 35004500605851, Location: 3.5 MI E OF LA 328 (Lat: 30.310481, Lng: -91.859200), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 2014), Features Intersected: I-10 WB UNDER BORDELON R
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 21.436, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 35004500605851, Location: 3.5 MI E OF LA 328 (Lat: 30.310481, Lng: -91.859200), Route carried "under" structure: Interstate 10, Structure Length: 0. m, Average Daily Traffic: 55,000 (year 2014), Features Intersected: I-10 WB UNDER BORDELON R
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 21.436, Lanes on structure: 2, Length of Maximum Span: 0.0m