Bridge Statistics for Bonita, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 82ft / 25.3mTotal length
- $1,964,000Total costs
- 16,630Total average daily traffic
- 1,862Total average daily truck traffic
- 10,052Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bonita
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 31970-1979
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 33.3%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Superstructure
- 16.7%Very good
- 16.7%Satisfactory
- 33.3%Fair
- 33.3%Poor
- Bridge Condition - Substructure
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Poor
- 16.7%Critical
- Bridge Condition - Channel
- 11.1%Good
- 88.9%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 75.0%Satisfactory
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Structure Number: 53400000000165, Location: 00.06 MI. W OF LA 599 (Lat: 32.877881, Lng: -91.679150), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2036), Design Load: HL 93, Features Intersected: BONNIE IDEE BAYOU, Facility Carried by Structure: BONNIE IDEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 57.0 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: 43.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53400000000165, Location: 00.06 MI. W OF LA 599 (Lat: 32.877881, Lng: -91.679150), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2036), Design Load: HL 93, Features Intersected: BONNIE IDEE BAYOU, Facility Carried by Structure: BONNIE IDEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 57.0 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: 43.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53400160306351, Location: 6.35 MI NORTH OF LA 554 (Lat: 32.775819, Lng: -91.947600), Route carried "on" structure: US 165, Year Built: 1978, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,180 (year 2036), Design Load: HS 20, Features Intersected: TISDALE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.917, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 16-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53400160306351, Location: 6.35 MI NORTH OF LA 554 (Lat: 32.775819, Lng: -91.947600), Route carried "on" structure: US 165, Year Built: 1978, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,180 (year 2036), Design Load: HS 20, Features Intersected: TISDALE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.917, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 16-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53400160509191, Location: 2.5 MI NORTH OF SOUTH INT (Lat: 32.886750, Lng: -91.721900), Route carried "on" structure: US 165, Year Built: 1939, Status: Posted for load, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 1,640 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 984 (year 2036), Design Load: H 15, Features Intersected: MP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.663, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 22.7 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: 17.5 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 corrective action, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 12.80m (41.99ft), 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: $1,092,000, Total Project Cost: $1,638,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53400160509191, Location: 2.5 MI NORTH OF SOUTH INT (Lat: 32.886750, Lng: -91.721900), Route carried "on" structure: US 165, Year Built: 1939, Status: Posted for load, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 1,640 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 984 (year 2036), Design Load: H 15, Features Intersected: MP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.663, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 22.7 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: 17.5 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 corrective action, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 12.80m (41.99ft), 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: $1,092,000, Total Project Cost: $1,638,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53400160511051, Location: 4.3 MI NORTH OF SOUTH INT (Lat: 32.903789, Lng: -91.699211), Route carried "on" structure: US 165, Year Built: 1939, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,420 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 852 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53400160511051, Location: 4.3 MI NORTH OF SOUTH INT (Lat: 32.903789, Lng: -91.699211), Route carried "on" structure: US 165, Year Built: 1939, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,420 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 852 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53400160513551, Location: .8 MI NORTH OF NORTH INT (Lat: 32.927681, Lng: -91.668600), Route carried "on" structure: US 165, Year Built: 1936, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,530 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 918 (year 2036), Design Load: H 15, Features Intersected: B BONNE IDEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.602, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 19.1 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: 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, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53400160513551, Location: .8 MI NORTH OF NORTH INT (Lat: 32.927681, Lng: -91.668600), Route carried "on" structure: US 165, Year Built: 1936, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,530 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 918 (year 2036), Design Load: H 15, Features Intersected: B BONNE IDEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.602, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 19.1 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: 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, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53400160516401, Location: 3.7 MI NORTH OF NORTH INT (Lat: 32.964669, Lng: -91.648300), Route carried "on" structure: US 165, Year Built: 1926, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,110 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 666 (year 2036), Design Load: H 15, Features Intersected: AT JONES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.144, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53400160516401, Location: 3.7 MI NORTH OF NORTH INT (Lat: 32.964669, Lng: -91.648300), Route carried "on" structure: US 165, Year Built: 1926, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,110 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 666 (year 2036), Design Load: H 15, Features Intersected: AT JONES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.144, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 16-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53403280205031, Location: .51 MI EAST OF US 165 (Lat: 32.911139, Lng: -91.674000), Route carried "on" structure: State highway 599, Year Built: 1979, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 160 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: BONNE IDEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.032, 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: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53403280205031, Location: .51 MI EAST OF US 165 (Lat: 32.911139, Lng: -91.674000), Route carried "on" structure: State highway 599, Year Built: 1979, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 160 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: BONNE IDEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.032, 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: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53432528914201, Location: 0.8 MI SE of US 165 (Lat: 32.879781, Lng: -91.701250), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20 (year 1980), Average Future Daily Traffic: 12 (year 2036), Design Load: H 10, Features Intersected: BAYOU BONNEIDEE, Facility Carried by Structure: OLEN HUGHES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), 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: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 53432528914201, Location: 0.8 MI SE of US 165 (Lat: 32.879781, Lng: -91.701250), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20 (year 1980), Average Future Daily Traffic: 12 (year 2036), Design Load: H 10, Features Intersected: BAYOU BONNEIDEE, Facility Carried by Structure: OLEN HUGHES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), 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: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 53432553914021, Location: .8 MI. W. INT. 304 (Lat: 32.922931, Lng: -91.667669), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 1974), Average Future Daily Traffic: 120 (year 2036), Design Load: H 10, Features Intersected: BAYOU BONNE IDEE, Facility Carried by Structure: ROBERTSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53432553914021, Location: .8 MI. W. INT. 304 (Lat: 32.922931, Lng: -91.667669), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 1974), Average Future Daily Traffic: 120 (year 2036), Design Load: H 10, Features Intersected: BAYOU BONNE IDEE, Facility Carried by Structure: ROBERTSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53432555914071, Location: 0.4 MI W of US 165 (Lat: 32.926369, Lng: -91.677211), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2004), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BONNE IDEE, Facility Carried by Structure: HARP ST
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: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Very 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, Waterway Adequacy: Equal to present desirable 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: 53432555914071, Location: 0.4 MI W of US 165 (Lat: 32.926369, Lng: -91.677211), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2004), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BONNE IDEE, Facility Carried by Structure: HARP ST
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: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Very 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, Waterway Adequacy: Equal to present desirable 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