Bridge Statistics for Breaux Bridge, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 495ft / 151mTotal length
- $4,052,000Total costs
- 344,331Total average daily traffic
- 46,190Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Breaux Bridge
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 21960-1969
- 71970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 32010-2019
- 22020-2022
- Bridge Condition - Deck
- 18.2%Very good
- 45.5%Good
- 36.4%Satisfactory
- Bridge Condition - Superstructure
- 22.7%Very good
- 45.5%Good
- 31.8%Satisfactory
- Bridge Condition - Substructure
- 9.1%Very good
- 54.5%Good
- 13.6%Satisfactory
- 9.1%Fair
- 4.5%Poor
- 4.5%Serious
- 4.5%Imminent failure
- Bridge Condition - Channel
- 31.6%Very good
- 52.6%Good
- 15.8%Satisfactory
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Structure Number: 35000000030009, Location: 0.3 Mi E. of LA 678 (Lat: 30.343011, Lng: -91.796139), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,054 (year 2004), Average Future Daily Traffic: 1,160 (year 2024), Design Load: HL 93, Features Intersected: Portage Bayou, Facility Carried by Structure: Potato Shed Road
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: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: October 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 35000000030009, Location: 0.3 Mi E. of LA 678 (Lat: 30.343011, Lng: -91.796139), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,054 (year 2004), Average Future Daily Traffic: 1,160 (year 2024), Design Load: HL 93, Features Intersected: Portage Bayou, Facility Carried by Structure: Potato Shed Road
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: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: October 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 35000000030017, Location: 0.12 MI. EAST OF LA 31 (Lat: 30.278681, Lng: -91.905650), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 310 (year 2006), Average Future Daily Traffic: 344 (year 2036), Design Load: HS 20, Features Intersected: TECHE BAYOU, Facility Carried by Structure: E. Refinery Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.2 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35000000030017, Location: 0.12 MI. EAST OF LA 31 (Lat: 30.278681, Lng: -91.905650), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 310 (year 2006), Average Future Daily Traffic: 344 (year 2036), Design Load: HS 20, Features Intersected: TECHE BAYOU, Facility Carried by Structure: E. Refinery Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.2 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35000000030459, Location: I-10 Over LA 328 (Lat: 30.294939, Lng: -91.916219), Route carried "on" structure: Interstate 10, Year Built: 2020, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 74,591 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 110,839 (year 2035), Design Load: Greater than HL93, Features Intersected: LA 328
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.607, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 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: 49.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35000000030459, Location: I-10 Over LA 328 (Lat: 30.294939, Lng: -91.916219), Route carried "on" structure: Interstate 10, Year Built: 2020, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 74,591 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 110,839 (year 2035), Design Load: Greater than HL93, Features Intersected: LA 328
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.607, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 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: 49.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35000000030461, Location: I-10 over LA 328 (Lat: 30.295381, Lng: -91.915569), Route carried "on" structure: Interstate 10, Year Built: 2020, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 74,591 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 110,839 (year 2035), Design Load: Greater than HL93, Features Intersected: LA 328
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.113, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 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: 49.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35000000030461, Location: I-10 over LA 328 (Lat: 30.295381, Lng: -91.915569), Route carried "on" structure: Interstate 10, Year Built: 2020, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 74,591 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 110,839 (year 2035), Design Load: Greater than HL93, Features Intersected: LA 328
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.113, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 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: 49.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35000000200695, Location: 1.07 Mi SE of I-10 (Lat: 30.295050, Lng: -91.882531), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 60 (year 2036), Design Load: HL 93, Features Intersected: BAYOU PORTAGE GUIDRY, Facility Carried by Structure: Lion Castille 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: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35000000200695, Location: 1.07 Mi SE of I-10 (Lat: 30.295050, Lng: -91.882531), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 60 (year 2036), Design Load: HL 93, Features Intersected: BAYOU PORTAGE GUIDRY, Facility Carried by Structure: Lion Castille 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: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35000560308521, Location: 0.6 Mi. N of LA 351 (Lat: 30.243039, Lng: -91.884400), Route carried "on" structure: State highway 31, Year Built: 2005, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 7,590 (year 2036), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
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: 32.7 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: 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, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $590,000, Total Project Cost: $885,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35000560308521, Location: 0.6 Mi. N of LA 351 (Lat: 30.243039, Lng: -91.884400), Route carried "on" structure: State highway 31, Year Built: 2005, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 6,900 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 7,590 (year 2036), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
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: 32.7 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: 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, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $590,000, Total Project Cost: $885,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35000560400141, Location: 0.1 Mi. E of LA 31 (Lat: 30.275361, Lng: -91.897800), Route carried "on" structure: State highway 3361, Year Built: 1951, Status: Posted for load, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 9,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 4,980 (year 2036), Design Load: H 15, Features Intersected: TECHE BAYOU
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 12.2m (40.0ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 9.48m (31.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $808,000, Total Project Cost: $1,212,000 ( Estimate for 2016), Deck Structure Type: Open Grating
Structure Number: 35000560400141, Location: 0.1 Mi. E of LA 31 (Lat: 30.275361, Lng: -91.897800), Route carried "on" structure: State highway 3361, Year Built: 1951, Status: Posted for load, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 9,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 4,980 (year 2036), Design Load: H 15, Features Intersected: TECHE BAYOU
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 12.2m (40.0ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 9.48m (31.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $808,000, Total Project Cost: $1,212,000 ( Estimate for 2016), Deck Structure Type: Open Grating
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Structure Number: 35000560402391, Location: 1.8 MI E of LA 347 (Lat: 30.290789, Lng: -91.868100), Route carried "on" structure: State highway 347, Year Built: 1979, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,660 (year 2036), Design Load: HS 20, Features Intersected: NICHOLAS COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35000560402391, Location: 1.8 MI E of LA 347 (Lat: 30.290789, Lng: -91.868100), Route carried "on" structure: State highway 347, Year Built: 1979, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,660 (year 2036), Design Load: HS 20, Features Intersected: NICHOLAS COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35000563001171, Location: 1.17 MI N OF LA 94 (Lat: 30.288500, Lng: -91.929100), Route carried "on" structure: State highway 31, Year Built: 1970, Status: Open, Structure Length: 38.10m (125.00ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,180 (year 2036), Design Load: HS 20, Features Intersected: LA 31 OVER I-10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 17, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35000563001171, Location: 1.17 MI N OF LA 94 (Lat: 30.288500, Lng: -91.929100), Route carried "on" structure: State highway 31, Year Built: 1970, Status: Open, Structure Length: 38.10m (125.00ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,180 (year 2036), Design Load: HS 20, Features Intersected: LA 31 OVER I-10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 17, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35000563001791, Location: 1.79 MI N OF LA 1.79 (Lat: 30.295781, Lng: -91.934800), Route carried "on" structure: State highway 31, Year Built: 1957, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,180 (year 2036), Design Load: H 15, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.836, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.5 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: 21.1 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35000563001791, Location: 1.79 MI N OF LA 1.79 (Lat: 30.295781, Lng: -91.934800), Route carried "on" structure: State highway 31, Year Built: 1957, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,180 (year 2036), Design Load: H 15, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.836, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.5 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: 21.1 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35004003004821, Location: 0.06M EAST LA 31 (Lat: 30.237211, Lng: -91.877500), Route carried "on" structure: State highway 351, Year Built: 1993, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 3,522 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,874 (year 2039), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35004003004821, Location: 0.06M EAST LA 31 (Lat: 30.237211, Lng: -91.877500), Route carried "on" structure: State highway 351, Year Built: 1993, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 3,522 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,874 (year 2039), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35004500601411, Location: 0.10 Mi E of LA 31 (Lat: 30.290361, Lng: -91.929000), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 23,328 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 35004500601411, Location: 0.10 Mi E of LA 31 (Lat: 30.290361, Lng: -91.929000), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 23,328 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 35004500601412, Location: 0.7 MI WEST OF LA 328 (Lat: 30.291131, Lng: -91.928000), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 23,328 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.398, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 35004500601412, Location: 0.7 MI WEST OF LA 328 (Lat: 30.291131, Lng: -91.928000), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 23,328 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.398, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 35008500201571, Location: 1.5 MI SOUTH OF LA 347 (Lat: 30.354650, Lng: -91.852400), Route carried "on" structure: State highway 686, Year Built: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,128 (year 2036), Design Load: H 15, Features Intersected: SOUTH RELIEF CANL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35008500201571, Location: 1.5 MI SOUTH OF LA 347 (Lat: 30.354650, Lng: -91.852400), Route carried "on" structure: State highway 686, Year Built: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,128 (year 2036), Design Load: H 15, Features Intersected: SOUTH RELIEF CANL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35008500500931, Location: 0.93 MI WEST OF LA 31 (Lat: 30.324281, Lng: -91.909100), Route carried "on" structure: State highway 341, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,620 (year 2036), Design Load: HS 20, Features Intersected: COULEE DATIDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 25.6 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Total Project Cost: $327,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35008500500931, Location: 0.93 MI WEST OF LA 31 (Lat: 30.324281, Lng: -91.909100), Route carried "on" structure: State highway 341, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,620 (year 2036), Design Load: HS 20, Features Intersected: COULEE DATIDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 25.6 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Total Project Cost: $327,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35008503200111, Location: 1.1 MI WEST OF LA 31 (Lat: 30.281219, Lng: -91.911100), Route carried "on" structure: State highway 94, Year Built: 1980, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 12,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 7,740 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35008503200111, Location: 1.1 MI WEST OF LA 31 (Lat: 30.281219, Lng: -91.911100), Route carried "on" structure: State highway 94, Year Built: 1980, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 12,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 7,740 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35030155915161, Location: 2.3 Mi. S of LA 347 (Lat: 30.256469, Lng: -91.860069), Route carried "on" structure: County highway , Year Built: 2003, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,200 (year 2003), Average Future Daily Traffic: 720 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Doyle Melancon 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.4 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: 60.3 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: Equal to present minimum criteria, 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $192,000, Total Project Cost: $288,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35030155915161, Location: 2.3 Mi. S of LA 347 (Lat: 30.256469, Lng: -91.860069), Route carried "on" structure: County highway , Year Built: 2003, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,200 (year 2003), Average Future Daily Traffic: 720 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Doyle Melancon 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.4 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: 60.3 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: Equal to present minimum criteria, 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $192,000, Total Project Cost: $288,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35030167915031, Location: 0.7 Mi. S of LA 349 (Lat: 30.279981, Lng: -91.838519), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 375 (year 1971), Average Future Daily Traffic: 225 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Zin Zin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.7 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: High priority of replacement, 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), Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $183,000, Total Project Cost: $274,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 35030167915031, Location: 0.7 Mi. S of LA 349 (Lat: 30.279981, Lng: -91.838519), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 375 (year 1971), Average Future Daily Traffic: 225 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Zin Zin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.7 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: High priority of replacement, 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), Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $183,000, Total Project Cost: $274,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 35030176915231, Location: 0.2 Mi. N. of La 347 (Lat: 30.291250, Lng: -91.871111), Route carried "on" structure: County highway , Year Built: 1975, Status: Closed, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 40 (year 1971), Average Future Daily Traffic: 24 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Auguillard 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: Imminent failure, Channel: Good, Operating Rating: 19.4 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: 14.9 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 35030176915231, Location: 0.2 Mi. N. of La 347 (Lat: 30.291250, Lng: -91.871111), Route carried "on" structure: County highway , Year Built: 1975, Status: Closed, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 40 (year 1971), Average Future Daily Traffic: 24 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Auguillard 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: Imminent failure, Channel: Good, Operating Rating: 19.4 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: 14.9 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 35030187915411, Location: 0.08 Mi S of LA 31 (Lat: 30.312361, Lng: -91.902869), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 710 (year 1971), Average Future Daily Traffic: 426 (year 2036), Design Load: HS 20, Features Intersected: TECHE BAYOU, Facility Carried by Structure: Poche Bridge 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: 11, 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: Fair, Channel: Satisfactory, Operating Rating: 25.6 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: 19.8 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: High priority of corrective action, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $436,000, Total Project Cost: $654,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35030187915411, Location: 0.08 Mi S of LA 31 (Lat: 30.312361, Lng: -91.902869), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 710 (year 1971), Average Future Daily Traffic: 426 (year 2036), Design Load: HS 20, Features Intersected: TECHE BAYOU, Facility Carried by Structure: Poche Bridge 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: 11, 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: Fair, Channel: Satisfactory, Operating Rating: 25.6 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: 19.8 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: High priority of corrective action, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $436,000, Total Project Cost: $654,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35030199915631, Location: 1.3 Mi. W of LA 341 (Lat: 30.332369, Lng: -91.938439), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 870 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 957 (year 2036), Design Load: HS 20, Features Intersected: COULEE DATIDER, Facility Carried by Structure: Sawmill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.5 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: 31.1 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: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35030199915631, Location: 1.3 Mi. W of LA 341 (Lat: 30.332369, Lng: -91.938439), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 870 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 957 (year 2036), Design Load: HS 20, Features Intersected: COULEE DATIDER, Facility Carried by Structure: Sawmill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.5 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: 31.1 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: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35030209915601, Location: 0.9 Mi. NW of LA 354 (Lat: 30.345400, Lng: -91.931181), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.90m (9.51ft), Design Load: HS 20, Features Intersected: MAGENTA CANAL, Facility Carried by Structure: Tilac Rd
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 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: 43.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35030209915601, Location: 0.9 Mi. NW of LA 354 (Lat: 30.345400, Lng: -91.931181), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.90m (9.51ft), Design Load: HS 20, Features Intersected: MAGENTA CANAL, Facility Carried by Structure: Tilac Rd
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 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: 43.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35000000030459, Location: 6.2 Mi S of LA 347 (Lat: 30.295069, Lng: -91.915961), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 SB under I-10 EB
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 9.373, Lanes on structure: 2, Lanes under structure: 3, Length of Maximum Span: 0.0m
Structure Number: 35000000030459, Location: 6.2 Mi S of LA 347 (Lat: 30.295069, Lng: -91.915961), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 SB under I-10 EB
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 9.373, Lanes on structure: 2, Lanes under structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 35000000030459, Location: 1.0 Mi N of LA 94 (Lat: 30.295011, Lng: -91.915781), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 NB under I-10 EB
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 35000000030459, Location: 1.0 Mi N of LA 94 (Lat: 30.295011, Lng: -91.915781), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 NB under I-10 EB
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 35000000030461, Location: 6.2 Mi S of LA 347 (Lat: 30.295311, Lng: -91.916039), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 SB under I-10 WB
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 9.345, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 35000000030461, Location: 6.2 Mi S of LA 347 (Lat: 30.295311, Lng: -91.916039), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 SB under I-10 WB
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 9.345, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 35000000030461, Location: 1.0 Mi N of LA 94 (Lat: 30.295311, Lng: -91.916039), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 NB under I-10 WB
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 2.810, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 35000000030461, Location: 1.0 Mi N of LA 94 (Lat: 30.295311, Lng: -91.916039), Route carried "under" structure: State highway 328, Structure Length: 0. m, Average Daily Traffic: 17,592 (year 2019), Features Intersected: LA 328 NB under I-10 WB
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 2.810, Lanes on structure: 2, Length of Maximum Span: 0.0m