Bridge Statistics for Estherwood, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 52ft / 16mTotal length
- $2,307,000Total costs
- 14,560Total average daily traffic
- 1,053Total average daily truck traffic
- 7,656Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Estherwood
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- 12010-2018
- Bridge Condition - Deck
- 22.2%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Failed
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
- 11.1%Failed
- Bridge Condition - Substructure
- 22.2%Very good
- 22.2%Good
- 33.3%Satisfactory
- 11.1%Fair
- 11.1%Failed
- Bridge Condition - Channel
- 50.0%Very good
- 20.0%Good
- 30.0%Satisfactory
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Structure Number: 30100000030129, Location: 00.18 MI. E. OF LA 13 ON (Lat: 30.138100, Lng: -92.359200), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 550 (year 2011), Average Future Daily Traffic: 330 (year 2036), Design Load: HL 93, Features Intersected: LYONS POINT GULLY, Facility Carried by Structure: Faulk Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable 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: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30100000030129, Location: 00.18 MI. E. OF LA 13 ON (Lat: 30.138100, Lng: -92.359200), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 550 (year 2011), Average Future Daily Traffic: 330 (year 2036), Design Load: HL 93, Features Intersected: LYONS POINT GULLY, Facility Carried by Structure: Faulk Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable 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: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30100030905991, Location: .5 MI. EAST OF LA 91 (Lat: 30.180531, Lng: -92.494700), Route carried "on" structure: US 90, Year Built: 1931, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,980 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.773, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), 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: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100030905991, Location: .5 MI. EAST OF LA 91 (Lat: 30.180531, Lng: -92.494700), Route carried "on" structure: US 90, Year Built: 1931, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,980 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.773, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), 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: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30100030908041, Location: .2 MI EAST OF LA 1124 (Lat: 30.180881, Lng: -92.460500), Route carried "on" structure: US 90, Year Built: 1992, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,000 (year 2016), Average Future Daily Traffic: 2,160 (year 2036), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.068, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), 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: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100030908041, Location: .2 MI EAST OF LA 1124 (Lat: 30.180881, Lng: -92.460500), Route carried "on" structure: US 90, Year Built: 1992, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,000 (year 2016), Average Future Daily Traffic: 2,160 (year 2036), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.068, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), 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: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30108010901171, Location: 1.2 MI N of US 90 (Lat: 30.197389, Lng: -92.463400), Route carried "on" structure: State highway 91, Year Built: 1975, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: B. PLAQ. BRULE/ESTHERWOO
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 1.865, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 104.00m (341.21ft), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 10, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 112.20m (368.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2017, Underwater Inspection Date: March 2014, Other Special Inspection Date: November 2017, Bridge Improvement Cost: $956,000, Total Project Cost: $1,434,000 ( Estimate for 2016), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 30108010901171, Location: 1.2 MI N of US 90 (Lat: 30.197389, Lng: -92.463400), Route carried "on" structure: State highway 91, Year Built: 1975, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: B. PLAQ. BRULE/ESTHERWOO
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 1.865, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 104.00m (341.21ft), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 10, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 112.20m (368.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2017, Underwater Inspection Date: March 2014, Other Special Inspection Date: November 2017, Bridge Improvement Cost: $956,000, Total Project Cost: $1,434,000 ( Estimate for 2016), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 30108010902331, Location: 2.33 MI NORTH OF US 90 (Lat: 30.212189, Lng: -92.463900), Route carried "on" structure: State highway 91, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 0.9m (3.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.70m (149.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30108010902331, Location: 2.33 MI NORTH OF US 90 (Lat: 30.212189, Lng: -92.463900), Route carried "on" structure: State highway 91, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 0.9m (3.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.70m (149.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30130077922681, Location: 0221 LOG MI FROM INT (Lat: 30.128331, Lng: -92.446700), Route carried "on" structure: County highway , Year Built: 1965, Status: Temporarily open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 1973), Average Future Daily Traffic: 36 (year 2036), Design Load: H 10, Features Intersected: COULEE, Facility Carried by Structure: Roy Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.20m (53.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2016, Other Special Inspection Date: October 2016, Bridge Improvement Cost: $96,000, Total Project Cost: $144,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 30130077922681, Location: 0221 LOG MI FROM INT (Lat: 30.128331, Lng: -92.446700), Route carried "on" structure: County highway , Year Built: 1965, Status: Temporarily open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 1973), Average Future Daily Traffic: 36 (year 2036), Design Load: H 10, Features Intersected: COULEE, Facility Carried by Structure: Roy Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.20m (53.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2016, Other Special Inspection Date: October 2016, Bridge Improvement Cost: $96,000, Total Project Cost: $144,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 30130094922681, Location: 0520 LOG MI FROM INT (Lat: 30.156669, Lng: -92.446700), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 90 (year 1973), Average Future Daily Traffic: 54 (year 2036), Design Load: H 10, Features Intersected: BLANC BAYOU, Facility Carried by Structure: Roy Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 0.6m (2.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2016, Other Special Inspection Date: July 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 30130094922681, Location: 0520 LOG MI FROM INT (Lat: 30.156669, Lng: -92.446700), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 90 (year 1973), Average Future Daily Traffic: 54 (year 2036), Design Load: H 10, Features Intersected: BLANC BAYOU, Facility Carried by Structure: Roy Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 0.6m (2.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2016, Other Special Inspection Date: July 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 30130101922611, Location: 0372 LOG MI FROM INT (Lat: 30.168331, Lng: -92.435000), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 1973), Average Future Daily Traffic: 48 (year 2036), Design Load: H 10, Features Intersected: CANAL, Facility Carried by Structure: Airport Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 0.6m (2.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.20m (53.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2016, Other Special Inspection Date: July 2016, Bridge Improvement Cost: $96,000, Total Project Cost: $144,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 30130101922611, Location: 0372 LOG MI FROM INT (Lat: 30.168331, Lng: -92.435000), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 1973), Average Future Daily Traffic: 48 (year 2036), Design Load: H 10, Features Intersected: CANAL, Facility Carried by Structure: Airport Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 0.6m (2.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.20m (53.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2016, Other Special Inspection Date: July 2016, Bridge Improvement Cost: $96,000, Total Project Cost: $144,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 30130107922971, Location: 0499 LOG MI FROM INT (Lat: 30.178331, Lng: -92.495000), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 80 (year 1973), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Old Spanish Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.1 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: 15.6 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2016, Other Special Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30130107922971, Location: 0499 LOG MI FROM INT (Lat: 30.178331, Lng: -92.495000), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 80 (year 1973), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Old Spanish Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.1 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: 15.6 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2016, Other Special Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30130129922801, Location: 0022 LOG MI FROM INT 715 (Lat: 30.202500, Lng: -92.466700), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.18m (0.59ft), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Clement 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: 76.0m (249.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30130129922801, Location: 0022 LOG MI FROM INT 715 (Lat: 30.202500, Lng: -92.466700), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.18m (0.59ft), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Clement 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: 76.0m (249.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2016, Deck Structure Type: Concrete Cast-file-Place
