Bridge Statistics for Watson, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 52ft / 16.1mTotal length
- $1,781,000Total costs
- 86,862Total average daily traffic
- 6,497Total average daily truck traffic
- 74,011Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Watson
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11960-1969
- 21980-1989
- 61990-1999
- Bridge Condition - Deck
- 75.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 87.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Good
- 12.5%Satisfactory
- 50.0%Fair
- 25.0%Poor
- Bridge Condition - Channel
- 27.3%Good
- 54.5%Satisfactory
- 18.2%Fair
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Structure Number: 623202620205681, Location: 2.3 M N OF LA 64 (Lat: 30.564669, Lng: -90.955600), Route carried "on" structure: State highway 16, Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 23,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20,124 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.199, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 262-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $169,000, Total Project Cost: $253,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623202620205681, Location: 2.3 M N OF LA 64 (Lat: 30.564669, Lng: -90.955600), Route carried "on" structure: State highway 16, Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 23,600 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20,124 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.199, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 262-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $169,000, Total Project Cost: $253,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623202620302001, Location: 2.0 MI NO. LA 1019 INTER. (Lat: 30.599850, Lng: -90.941800), Route carried "on" structure: State highway 16, Year Built: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 16,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,190 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.338, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $124,000, Total Project Cost: $186,000 ( Estimate for 2016)
Structure Number: 623202620302001, Location: 2.0 MI NO. LA 1019 INTER. (Lat: 30.599850, Lng: -90.941800), Route carried "on" structure: State highway 16, Year Built: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 16,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,190 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.338, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $124,000, Total Project Cost: $186,000 ( Estimate for 2016)
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Structure Number: 623202620302601, Location: 2.6 MI NO LA 1019 INTER. (Lat: 30.607350, Lng: -90.935300), Route carried "on" structure: State highway 16, Year Built: 1996, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 16,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,190 (year 2036), Design Load: HS 20, Features Intersected: SPILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.5 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: 30.5 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, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623202620302601, Location: 2.6 MI NO LA 1019 INTER. (Lat: 30.607350, Lng: -90.935300), Route carried "on" structure: State highway 16, Year Built: 1996, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 16,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,190 (year 2036), Design Load: HS 20, Features Intersected: SPILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.5 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: 30.5 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, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 623208320201581, Location: 1.3 M E OF LA 16 (Lat: 30.580431, Lng: -90.933600), Route carried "on" structure: State highway 1019, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 8,100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,966 (year 2036), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.371, 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: 2, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208320201581, Location: 1.3 M E OF LA 16 (Lat: 30.580431, Lng: -90.933600), Route carried "on" structure: State highway 1019, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 8,100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,966 (year 2036), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.371, 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: 2, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623208321000461, Location: 0.4 M E OF LA 16 (Lat: 30.559339, Lng: -90.948400), Route carried "on" structure: State highway 1024, Year Built: 1956, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208321000461, Location: 0.4 M E OF LA 16 (Lat: 30.559339, Lng: -90.948400), Route carried "on" structure: State highway 1024, Year Built: 1956, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623208321000831, Location: 0.7 M E OF LA 16 (Lat: 30.559389, Lng: -90.942700), Route carried "on" structure: State highway 1024, Year Built: 1962, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.312, 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.9 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: Meets minimum limits, 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208321000831, Location: 0.7 M E OF LA 16 (Lat: 30.559389, Lng: -90.942700), Route carried "on" structure: State highway 1024, Year Built: 1962, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.312, 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.9 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: Meets minimum limits, 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623208321002851, Location: 2.6 M E OF LA 16 (Lat: 30.563031, Lng: -90.911200), Route carried "on" structure: State highway 1024, Year Built: 1956, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623208321002851, Location: 2.6 M E OF LA 16 (Lat: 30.563031, Lng: -90.911200), Route carried "on" structure: State highway 1024, Year Built: 1956, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,934 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623230327905701, Location: .55 MI N OF JUNC 16& 1025 (Lat: 30.545750, Lng: -90.951019), Route carried "on" structure: County highway , Year Built: 1999, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 43 (year 2036), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: Wildwood Dr
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: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber
Structure Number: 623230327905701, Location: .55 MI N OF JUNC 16& 1025 (Lat: 30.545750, Lng: -90.951019), Route carried "on" structure: County highway , Year Built: 1999, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 43 (year 2036), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: Wildwood Dr
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: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber
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Structure Number: 623230334905451, Location: 10.5M NE OF 3002 EXIT (Lat: 30.557139, Lng: -90.907739), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 160 (year 1991), Average Future Daily Traffic: 137 (year 2036), Design Load: HS 20, Features Intersected: MOLAR BAYOU, Facility Carried by Structure: Perkins 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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 desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $79,000, Total Project Cost: $118,000 ( Estimate for 2016)
Structure Number: 623230334905451, Location: 10.5M NE OF 3002 EXIT (Lat: 30.557139, Lng: -90.907739), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 160 (year 1991), Average Future Daily Traffic: 137 (year 2036), Design Load: HS 20, Features Intersected: MOLAR BAYOU, Facility Carried by Structure: Perkins 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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 desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $79,000, Total Project Cost: $118,000 ( Estimate for 2016)
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Structure Number: 623230336905631, Location: 4.2 MI W OF JCT 447&1024 (Lat: 30.562289, Lng: -90.938631), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 1998), Average Future Daily Traffic: 172 (year 2036), Design Load: H 15, Features Intersected: BEVER CREEK, Facility Carried by Structure: Robbie Lee 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: 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: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber
Structure Number: 623230336905631, Location: 4.2 MI W OF JCT 447&1024 (Lat: 30.562289, Lng: -90.938631), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 1998), Average Future Daily Traffic: 172 (year 2036), Design Load: H 15, Features Intersected: BEVER CREEK, Facility Carried by Structure: Robbie Lee 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: 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: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber
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Structure Number: 623230364905561, Location: 0.4 Miles South of LA 16 (Lat: 30.607339, Lng: -90.925831), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 352 (year 2019), Average Future Daily Traffic: 387 (year 2039), Design Load: HS 20, Features Intersected: SPILLERS CREEK, Facility Carried by Structure: Meadow Ln
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 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: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 623230364905561, Location: 0.4 Miles South of LA 16 (Lat: 30.607339, Lng: -90.925831), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 352 (year 2019), Average Future Daily Traffic: 387 (year 2039), Design Load: HS 20, Features Intersected: SPILLERS CREEK, Facility Carried by Structure: Meadow Ln
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 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: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place