Bridge Statistics for Ville Platte, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 167ft / 51.3mTotal length
- $2,512,000Total costs
- 80,175Total average daily traffic
- 9,197Total average daily truck traffic
- 60,423Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ville Platte
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 71960-1969
- 11970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 5.9%Very good
- 35.3%Good
- 52.9%Satisfactory
- 5.9%Imminent failure
- Bridge Condition - Superstructure
- 5.9%Very good
- 41.2%Good
- 52.9%Satisfactory
- Bridge Condition - Substructure
- 11.8%Very good
- 52.9%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 45.8%Good
- 29.2%Satisfactory
- Bridge Condition - Culverts
- 71.4%Good
- 28.6%Satisfactory
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Structure Number: 32000000030505, Location: 0.4 MI. E. OF LA 3097 (Lat: 30.690069, Lng: -92.306289), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 161 (year 2022), Average Future Daily Traffic: 176 (year 2042), Design Load: Greater than HL93, Features Intersected: JOE MARCEL BAYOU, Facility Carried by Structure: JEAN DUOS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), 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: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 32000000030505, Location: 0.4 MI. E. OF LA 3097 (Lat: 30.690069, Lng: -92.306289), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 161 (year 2022), Average Future Daily Traffic: 176 (year 2042), Design Load: Greater than HL93, Features Intersected: JOE MARCEL BAYOU, Facility Carried by Structure: JEAN DUOS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), 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: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 32000000200086, Location: 0.16 Mi N of La 10 (Lat: 30.701331, Lng: -92.347450), Route carried "on" structure: County highway , Year Built: 2013, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 27 (year 2021), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: DES CANNES BAYOU, Facility Carried by Structure: Pelican Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
Structure Number: 32000000200086, Location: 0.16 Mi N of La 10 (Lat: 30.701331, Lng: -92.347450), Route carried "on" structure: County highway , Year Built: 2013, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 27 (year 2021), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: DES CANNES BAYOU, Facility Carried by Structure: Pelican Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
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Structure Number: 32000000200432, Location: 2 Miles S. of La 1161 (Lat: 30.655761, Lng: -92.327050), Route carried "on" structure: County highway , Year Built: 2010, Status: Closed, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 146 (year 2022), Average Future Daily Traffic: 160 (year 2042), Design Load: H 20, Features Intersected: DES CANNES BAYOU, Facility Carried by Structure: Cousins Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Imminent failure, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 32000000200432, Location: 2 Miles S. of La 1161 (Lat: 30.655761, Lng: -92.327050), Route carried "on" structure: County highway , Year Built: 2010, Status: Closed, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 146 (year 2022), Average Future Daily Traffic: 160 (year 2042), Design Load: H 20, Features Intersected: DES CANNES BAYOU, Facility Carried by Structure: Cousins Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Imminent failure, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 32000660600201, Location: 1.4 MI WEST OF LA 106 (Lat: 30.801619, Lng: -92.595000), Route carried "on" structure: State highway 10, Year Built: 1950, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,350 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 822 (year 2036), Design Load: H 15, Features Intersected: MORRIS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000660600201, Location: 1.4 MI WEST OF LA 106 (Lat: 30.801619, Lng: -92.595000), Route carried "on" structure: State highway 10, Year Built: 1950, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,350 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 822 (year 2036), Design Load: H 15, Features Intersected: MORRIS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000660705291, Location: 3.6 MI EAST OF LA 376 (Lat: 30.700681, Lng: -92.339300), Route carried "on" structure: State highway 10, Year Built: 1956, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.724, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000660705291, Location: 3.6 MI EAST OF LA 376 (Lat: 30.700681, Lng: -92.339300), Route carried "on" structure: State highway 10, Year Built: 1956, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.724, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000660707671, Location: 0.55 Mi E of La 3097 (Lat: 30.695761, Lng: -92.300600), Route carried "on" structure: US 167, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 4,920 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JOE MORCEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.559, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000660707671, Location: 0.55 Mi E of La 3097 (Lat: 30.695761, Lng: -92.300600), Route carried "on" structure: US 167, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 4,920 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JOE MORCEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.559, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000660710791, Location: .8 MI EAST OF LA 29 (Lat: 30.679081, Lng: -92.252800), Route carried "on" structure: US 167, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 16,358 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 17,994 (year 2040), Design Load: HS 20, Features Intersected: BAYOU MANVEC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.558, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000660710791, Location: .8 MI EAST OF LA 29 (Lat: 30.679081, Lng: -92.252800), Route carried "on" structure: US 167, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 16,358 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 17,994 (year 2040), Design Load: HS 20, Features Intersected: BAYOU MANVEC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.558, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000660713451, Location: .5 MI EAST OF LA 29 (Lat: 30.670061, Lng: -92.212400), Route carried "on" structure: State highway 10, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 9,480 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.844, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000660713451, Location: .5 MI EAST OF LA 29 (Lat: 30.670061, Lng: -92.212400), Route carried "on" structure: State highway 10, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 16,500 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 9,480 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.844, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32002030209411, Location: 1.1 Mi. N. of LA 104 (Lat: 30.638739, Lng: -92.283800), Route carried "on" structure: State highway 29, Year Built: 1949, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,420 (year 2036), Design Load: H 15, Features Intersected: COULEE DE MANUEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.226, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, 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: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32002030209411, Location: 1.1 Mi. N. of LA 104 (Lat: 30.638739, Lng: -92.283800), Route carried "on" structure: State highway 29, Year Built: 1949, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,420 (year 2036), Design Load: H 15, Features Intersected: COULEE DE MANUEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.226, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, 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: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32002030304951, Location: .5 MI NORTH OF LA 3247 (Lat: 30.733681, Lng: -92.224500), Route carried "on" structure: State highway 29, Year Built: 1961, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 1,380 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PETITE PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $218,000, Total Project Cost: $327,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32002030304951, Location: .5 MI NORTH OF LA 3247 (Lat: 30.733681, Lng: -92.224500), Route carried "on" structure: State highway 29, Year Built: 1961, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 1,380 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PETITE PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 32002060103071, Location: 1.5 MI NORTH OF LA 367 (Lat: 30.743411, Lng: -92.311500), Route carried "on" structure: US 167, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 2,820 (year 2036), Design Load: HS 20, Features Intersected: CHOCTAW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), 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: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32002060103071, Location: 1.5 MI NORTH OF LA 367 (Lat: 30.743411, Lng: -92.311500), Route carried "on" structure: US 167, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 2,820 (year 2036), Design Load: HS 20, Features Intersected: CHOCTAW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), 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: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008201103781, Location: 3.78 MI SOUTH OF LA 10 (Lat: 30.642939, Lng: -92.227600), Route carried "on" structure: State highway 1168, Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 440 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008201103781, Location: 3.78 MI SOUTH OF LA 10 (Lat: 30.642939, Lng: -92.227600), Route carried "on" structure: State highway 1168, Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 440 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008201104261, Location: 2.9 MI EAST OF LA 103 (Lat: 30.637231, Lng: -92.228800), Route carried "on" structure: State highway 1168, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 440 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008201104261, Location: 2.9 MI EAST OF LA 103 (Lat: 30.637231, Lng: -92.228800), Route carried "on" structure: State highway 1168, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 440 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008202903321, Location: 3.32 MI NORTH OF LA 104 (Lat: 30.667311, Lng: -92.334000), Route carried "on" structure: State highway 1161, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008202903321, Location: 3.32 MI NORTH OF LA 104 (Lat: 30.667311, Lng: -92.334000), Route carried "on" structure: State highway 1161, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.361, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008202905561, Location: 5.56 MI NORTH OF LA 104 (Lat: 30.674361, Lng: -92.301700), Route carried "on" structure: State highway 1161, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JOE MARCEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.979, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008202905561, Location: 5.56 MI NORTH OF LA 104 (Lat: 30.674361, Lng: -92.301700), Route carried "on" structure: State highway 1161, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JOE MARCEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.979, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32030381921801, Location: 0.50 Mi N of La 104 (Lat: 30.634300, Lng: -92.301100), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 37 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: DE MANUEL COULEE, Facility Carried by Structure: Kerrel Vidrine 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: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32030381921801, Location: 0.50 Mi N of La 104 (Lat: 30.634300, Lng: -92.301100), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 37 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: DE MANUEL COULEE, Facility Carried by Structure: Kerrel Vidrine 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: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32030386921221, Location: 1.64 Mi NE of La 1168 (Lat: 30.643931, Lng: -92.203039), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 21 (year 2021), Average Future Daily Traffic: 23 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Brahma Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32030386921221, Location: 1.64 Mi NE of La 1168 (Lat: 30.643931, Lng: -92.203039), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 21 (year 2021), Average Future Daily Traffic: 23 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Brahma Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32030387921611, Location: 2.0M EAST OF LA 29 (Lat: 30.644981, Lng: -92.267889), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 113 (year 2020), Average Future Daily Traffic: 60 (year 2036), Design Load: HS 20, Features Intersected: DE MANUEL COULEE, Facility Carried by Structure: Whispering Pine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32030387921611, Location: 2.0M EAST OF LA 29 (Lat: 30.644981, Lng: -92.267889), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 113 (year 2020), Average Future Daily Traffic: 60 (year 2036), Design Load: HS 20, Features Intersected: DE MANUEL COULEE, Facility Carried by Structure: Whispering Pine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32030395921861, Location: 1.80 Mi W of La 29 (Lat: 30.658789, Lng: -92.310781), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 65 (year 2020), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: JOE MARCEL BAYOU, Facility Carried by Structure: Angus 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), Skew: 7 degrees, 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.6 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: 36.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32030395921861, Location: 1.80 Mi W of La 29 (Lat: 30.658789, Lng: -92.310781), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 65 (year 2020), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: JOE MARCEL BAYOU, Facility Carried by Structure: Angus 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), Skew: 7 degrees, 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.6 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: 36.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32030400921571, Location: 1.0 Mi S of US 167 (Lat: 30.669069, Lng: -92.262100), Route carried "on" structure: County highway , Year Built: 2001, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 88 (year 2041), Design Load: HS 20, Features Intersected: DE MANUEL COULEE, Facility Carried by Structure: Lithcombe Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
Structure Number: 32030400921571, Location: 1.0 Mi S of US 167 (Lat: 30.669069, Lng: -92.262100), Route carried "on" structure: County highway , Year Built: 2001, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 88 (year 2041), Design Load: HS 20, Features Intersected: DE MANUEL COULEE, Facility Carried by Structure: Lithcombe Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
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Structure Number: 32030415921691, Location: 00.25 MI NORTH OF LA 10 (Lat: 30.698450, Lng: -92.284900), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 340 (year 2021), Average Future Daily Traffic: 374 (year 2041), Design Load: HS 20, Features Intersected: BAYOU JOE MARCEL, Facility Carried by Structure: McArthur Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 32030415921691, Location: 00.25 MI NORTH OF LA 10 (Lat: 30.698450, Lng: -92.284900), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 340 (year 2021), Average Future Daily Traffic: 374 (year 2041), Design Load: HS 20, Features Intersected: BAYOU JOE MARCEL, Facility Carried by Structure: McArthur Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 32030419921771, Location: 0.40 Mi NW of US 167 (Lat: 30.698731, Lng: -92.295250), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 445 (year 2020), Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Natchitoches 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $76,000, Total Project Cost: $114,000 ( Estimate for 2016)
Structure Number: 32030419921771, Location: 0.40 Mi NW of US 167 (Lat: 30.698731, Lng: -92.295250), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 445 (year 2020), Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Natchitoches 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $76,000, Total Project Cost: $114,000 ( Estimate for 2016)
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Structure Number: 32030425921221, Location: 1.17 Mi N of La 363 (Lat: 30.713550, Lng: -92.213331), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 32 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: PETITE PASSE BAYOU, Facility Carried by Structure: 4J 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), Skew: 6 degrees, 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: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32030425921221, Location: 1.17 Mi N of La 363 (Lat: 30.713550, Lng: -92.213331), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 32 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: PETITE PASSE BAYOU, Facility Carried by Structure: 4J 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), Skew: 6 degrees, 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: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34900660800001, Location: 1.2 MI N. OF LA 103 (Lat: 30.659450, Lng: -92.194100), Route carried "on" structure: US 167, Year Built: 1955, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,800 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 10,140 (year 2036), Design Load: HS 20, Features Intersected: B GRAND LOUIS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34900660800001, Location: 1.2 MI N. OF LA 103 (Lat: 30.659450, Lng: -92.194100), Route carried "on" structure: US 167, Year Built: 1955, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,800 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 10,140 (year 2036), Design Load: HS 20, Features Intersected: B GRAND LOUIS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous