Bridge Statistics for Baskin, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 135ft / 41.0mTotal length
- $1,425,000Total costs
- 40,721Total average daily traffic
- 7,766Total average daily truck traffic
- 37,913Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Baskin
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 11970-1979
- 71980-1989
- 11990-1999
- 22000-2009
- 12020-2022
- Bridge Condition - Deck
- 10.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Failed
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 10.0%Fair
- 10.0%Failed
- Bridge Condition - Substructure
- 20.0%Very good
- 50.0%Good
- 10.0%Fair
- 10.0%Poor
- 10.0%Failed
- Bridge Condition - Channel
- 28.6%Very good
- 42.9%Good
- 7.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 40.0%Very good
- 40.0%Good
- 20.0%Satisfactory
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Structure Number: 54232146914701, Location: LOGMI 0.30 FR 4 TO 8 (Lat: 32.247011, Lng: -91.788681), Route carried "on" structure: County highway , Year Built: 1969, Status: Temporarily open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 1974), Average Future Daily Traffic: 24 (year 2036), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: JONES LANE
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: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $103,000, Total Project Cost: $154,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 54232146914701, Location: LOGMI 0.30 FR 4 TO 8 (Lat: 32.247011, Lng: -91.788681), Route carried "on" structure: County highway , Year Built: 1969, Status: Temporarily open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 1974), Average Future Daily Traffic: 24 (year 2036), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: JONES LANE
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: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $103,000, Total Project Cost: $154,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 582100000582101, Location: 1.1 Mi E of LA 425 (Lat: 32.246931, Lng: -91.723300), Route carried "on" structure: State highway 577, Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,101 (year 2020), Average Future Daily Traffic: 1,400 (year 2040), Design Load: HL 93, Features Intersected: Ash Slough
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal 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: July 2021
Structure Number: 582100000582101, Location: 1.1 Mi E of LA 425 (Lat: 32.246931, Lng: -91.723300), Route carried "on" structure: State highway 577, Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,101 (year 2020), Average Future Daily Traffic: 1,400 (year 2040), Design Load: HL 93, Features Intersected: Ash Slough
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal 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: July 2021
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Structure Number: 582100260704071, Location: 1.4 MI NORTH OF LA 868 (Lat: 32.225631, Lng: -91.734600), Route carried "on" structure: State highway 15, Year Built: 1987, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 5,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 5,649 (year 2036), Design Load: HS 20, Features Intersected: ASH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.542, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582100260704071, Location: 1.4 MI NORTH OF LA 868 (Lat: 32.225631, Lng: -91.734600), Route carried "on" structure: State highway 15, Year Built: 1987, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 5,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 5,649 (year 2036), Design Load: HS 20, Features Intersected: ASH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.542, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582100260704072, Location: 0.75 M S of LA 867 (Lat: 32.225761, Lng: -91.734800), Route carried "on" structure: State highway 15, Year Built: 1988, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 5,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 5,649 (year 2036), Design Load: HS 20, Features Intersected: ASH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.854, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582100260704072, Location: 0.75 M S of LA 867 (Lat: 32.225761, Lng: -91.734800), Route carried "on" structure: State highway 15, Year Built: 1988, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 5,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 5,649 (year 2036), Design Load: HS 20, Features Intersected: ASH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.854, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582100260705101, Location: 0.25 M N of LA 867 (Lat: 32.239789, Lng: -91.739900), Route carried "on" structure: State highway 15, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 9,416 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.192, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 50.0m (164.0ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 582100260705101, Location: 0.25 M N of LA 867 (Lat: 32.239789, Lng: -91.739900), Route carried "on" structure: State highway 15, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 9,416 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.192, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 50.0m (164.0ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 582100260706161, Location: 0.55 M N of LA 577 (Lat: 32.254369, Lng: -91.745700), Route carried "on" structure: State highway 15, Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 6,512 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.899, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 582100260706161, Location: 0.55 M N of LA 577 (Lat: 32.254369, Lng: -91.745700), Route carried "on" structure: State highway 15, Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 6,512 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.899, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 582100260706581, Location: .2 MI NORTH OF LA 857 (Lat: 32.260619, Lng: -91.748100), Route carried "on" structure: State highway 15, Year Built: 1988, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 6,512 (year 2036), Design Load: HS 20, Features Intersected: PINE BAYOU CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.626, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.2 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 desirable 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582100260706581, Location: .2 MI NORTH OF LA 857 (Lat: 32.260619, Lng: -91.748100), Route carried "on" structure: State highway 15, Year Built: 1988, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 6,512 (year 2036), Design Load: HS 20, Features Intersected: PINE BAYOU CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.626, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.2 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 desirable 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582101680100841, Location: .84 MI EAST OF US 425 (Lat: 32.268281, Lng: -91.739000), Route carried "on" structure: State highway 857, Year Built: 1984, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,930 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 1,663 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK CUTOFF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.341, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582101680100841, Location: .84 MI EAST OF US 425 (Lat: 32.268281, Lng: -91.739000), Route carried "on" structure: State highway 857, Year Built: 1984, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,930 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 1,663 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK CUTOFF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.341, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582108210801801, Location: LA0867 (Lat: 32.234811, Lng: -91.709900), Route carried "on" structure: State highway 867, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2036), Design Load: H 15, Features Intersected: BULLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 95.9 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: 74.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 582108210801801, Location: LA0867 (Lat: 32.234811, Lng: -91.709900), Route carried "on" structure: State highway 867, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2036), Design Load: H 15, Features Intersected: BULLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 95.9 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: 74.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 582108212102101, Location: 2.1 MI NORTH OF LA 618 (Lat: 32.208519, Lng: -91.789300), Route carried "on" structure: State highway 869, Year Built: 1965, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 413 (year 2036), Design Load: HS 20, Features Intersected: MOUND BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582108212102101, Location: 2.1 MI NORTH OF LA 618 (Lat: 32.208519, Lng: -91.789300), Route carried "on" structure: State highway 869, Year Built: 1965, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 413 (year 2036), Design Load: HS 20, Features Intersected: MOUND BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582132139914491, Location: LOGMI 0.59 FR 316 TO 318 (Lat: 32.231669, Lng: -91.748300), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2005), Average Future Daily Traffic: 22 (year 2036), Design Load: HS 20, Features Intersected: CAMPBELL ROAD CREEK, Facility Carried by Structure: Campbell Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Culverts: Very 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582132139914491, Location: LOGMI 0.59 FR 316 TO 318 (Lat: 32.231669, Lng: -91.748300), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2005), Average Future Daily Traffic: 22 (year 2036), Design Load: HS 20, Features Intersected: CAMPBELL ROAD CREEK, Facility Carried by Structure: Campbell Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Culverts: Very 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582132155914501, Location: LOG MI 0.15 FR 325 TO 327 (Lat: 32.251389, Lng: -91.750000), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 250 (year 1972), Average Future Daily Traffic: 220 (year 2036), Design Load: HS 20, Features Intersected: LOONEY CANAL (PINE BAYOU, Facility Carried by Structure: Big Creek 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $273,000, Total Project Cost: $409,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 582132155914501, Location: LOG MI 0.15 FR 325 TO 327 (Lat: 32.251389, Lng: -91.750000), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 250 (year 1972), Average Future Daily Traffic: 220 (year 2036), Design Load: HS 20, Features Intersected: LOONEY CANAL (PINE BAYOU, Facility Carried by Structure: Big Creek 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $273,000, Total Project Cost: $409,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 582132156914621, Location: LOGMI 1.50 FR 325 TO (Lat: 32.261931, Lng: -91.771361), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 77 (year 1979), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: Big Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 16.5 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: 12.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: September 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $575,000, Total Project Cost: $862,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 582132156914621, Location: LOGMI 1.50 FR 325 TO (Lat: 32.261931, Lng: -91.771361), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 77 (year 1979), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: Big Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 16.5 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: 12.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: September 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $575,000, Total Project Cost: $862,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 582132162914291, Location: 0.5 MI FROM 575 TO 576 (Lat: 32.270000, Lng: -91.715000), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 80 (year 1987), Average Future Daily Traffic: 70 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: Seymore Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.1 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582132162914291, Location: 0.5 MI FROM 575 TO 576 (Lat: 32.270000, Lng: -91.715000), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 80 (year 1987), Average Future Daily Traffic: 70 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: Seymore Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.1 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582132165914251, Location: LOG MI 1.95 R 1DE TO 2DE (Lat: 32.275931, Lng: -91.708250), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 68 (year 1979), Average Future Daily Traffic: 59 (year 2036), Design Load: HS 20, Features Intersected: BRUSHY BAYOU, Facility Carried by Structure: Company Farm 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 25.3 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582132165914251, Location: LOG MI 1.95 R 1DE TO 2DE (Lat: 32.275931, Lng: -91.708250), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 68 (year 1979), Average Future Daily Traffic: 59 (year 2036), Design Load: HS 20, Features Intersected: BRUSHY BAYOU, Facility Carried by Structure: Company Farm 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 25.3 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place