Bridge Statistics for Crowley, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 161960-1969
- 21970-1979
- 91980-1989
- 41990-1999
- 62000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 41960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.3%Very good
- 50.0%Good
- 44.7%Satisfactory
- Bridge Condition - Superstructure
- 5.3%Very good
- 42.1%Good
- 52.6%Satisfactory
- Bridge Condition - Substructure
- 13.2%Very good
- 31.6%Good
- 34.2%Satisfactory
- 13.2%Fair
- 5.3%Poor
- 2.6%Serious
- Bridge Condition - Channel
- 24.2%Very good
- 51.5%Good
- 21.2%Satisfactory
- 3.0%Poor
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Satisfactory
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Structure Number: 30100000030371, Location: 0.9 MILES NORTH OF I-10 (Lat: 30.246400, Lng: -92.391500), Route carried "on" structure: State highway 13, Year Built: 2008, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,816 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PLAQUEMINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.482, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 57-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.9 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: 31.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100000030371, Location: 0.9 MILES NORTH OF I-10 (Lat: 30.246400, Lng: -92.391500), Route carried "on" structure: State highway 13, Year Built: 2008, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,816 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PLAQUEMINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.482, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 57-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.9 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: 31.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30100000030388, Location: 1.83 Mi. E. of La 13 (Lat: 30.268900, Lng: -92.370900), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 11 (year 2041), Design Load: HS 20, Features Intersected: Bayou Plaquemine, Facility Carried by Structure: Indigo Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30100000030388, Location: 1.83 Mi. E. of La 13 (Lat: 30.268900, Lng: -92.370900), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 11 (year 2041), Design Load: HS 20, Features Intersected: Bayou Plaquemine, Facility Carried by Structure: Indigo Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30100000030389, Location: 0.5 Mi. N. of US 90 (Lat: 30.213111, Lng: -92.384869), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 336 (year 2021), Average Future Daily Traffic: 370 (year 2041), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Jacobs Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, 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 6 months, Inspection Date: July 2020, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30100000030389, Location: 0.5 Mi. N. of US 90 (Lat: 30.213111, Lng: -92.384869), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 336 (year 2021), Average Future Daily Traffic: 370 (year 2041), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Jacobs Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, 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 6 months, Inspection Date: July 2020, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30100000030497, Location: 0.7 MI. S. OF US 90 (Lat: 30.200211, Lng: -92.371319), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,112 (year 2020), Average Future Daily Traffic: 2,323 (year 2040), Features Intersected: BAYOU BLANC, Facility Carried by Structure: S. AVENUE F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.484, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 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 desirable criteria, Deck Geometry: Meets minimum limits, 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: 30100000030497, Location: 0.7 MI. S. OF US 90 (Lat: 30.200211, Lng: -92.371319), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,112 (year 2020), Average Future Daily Traffic: 2,323 (year 2040), Features Intersected: BAYOU BLANC, Facility Carried by Structure: S. AVENUE F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.484, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 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 desirable criteria, Deck Geometry: Meets minimum limits, 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
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Structure Number: 30100000030503, Location: 0.5 MI. E. OF LA 13 (Lat: 30.207711, Lng: -92.354569), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 864 (year 2020), Average Future Daily Traffic: 950 (year 2040), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E. CEDAR ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.506, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 Precast Panels
Structure Number: 30100000030503, Location: 0.5 MI. E. OF LA 13 (Lat: 30.207711, Lng: -92.354569), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 864 (year 2020), Average Future Daily Traffic: 950 (year 2040), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E. CEDAR ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.506, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 Precast Panels
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Structure Number: 3010000020056, Location: 0.82 MI. SOUTH OF US 90 (Lat: 30.200069, Lng: -92.368011), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 480 (year 2021), Average Future Daily Traffic: 485 (year 2041), Design Load: HL 93, Features Intersected: BLANC BAYOU, Facility Carried by Structure: S Ave H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 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: 39.2 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 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3010000020056, Location: 0.82 MI. SOUTH OF US 90 (Lat: 30.200069, Lng: -92.368011), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 480 (year 2021), Average Future Daily Traffic: 485 (year 2041), Design Load: HL 93, Features Intersected: BLANC BAYOU, Facility Carried by Structure: S Ave H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 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: 39.2 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 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30100030910971, Location: 3.1 MI EAST OF LA 1124 (Lat: 30.190800, Lng: -92.414800), Route carried "on" structure: US 90, Year Built: 1993, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,577 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,934 (year 2039), Design Load: HS 20, Features Intersected: BAYOU BLANC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.701, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 7 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100030910971, Location: 3.1 MI EAST OF LA 1124 (Lat: 30.190800, Lng: -92.414800), Route carried "on" structure: US 90, Year Built: 1993, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,577 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,934 (year 2039), Design Load: HS 20, Features Intersected: BAYOU BLANC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.701, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 7 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30100031004211, Location: 2.1 MI EAST OF LA 1111 (Lat: 30.230739, Lng: -92.322400), Route carried "on" structure: US 90, Year Built: 2000, Status: Open, Structure Length: 67.67m (222.01ft), Average Daily Traffic: 8,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 5,160 (year 2036), Design Load: HS 20, Features Intersected: RR, B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-10-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 40.8m (133.9ft), 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: 72.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other
Structure Number: 30100031004211, Location: 2.1 MI EAST OF LA 1111 (Lat: 30.230739, Lng: -92.322400), Route carried "on" structure: US 90, Year Built: 2000, Status: Open, Structure Length: 67.67m (222.01ft), Average Daily Traffic: 8,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 5,160 (year 2036), Design Load: HS 20, Features Intersected: RR, B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3-10-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 40.8m (133.9ft), 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: 72.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other
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Structure Number: 30100570200001, Location: 1.0 MI SOUTH OF LA 1115 (Lat: 30.079011, Lng: -92.361611), Route carried "on" structure: State highway 13, Year Built: 1952, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 4,920 (year 2036), Design Load: H 15, Features Intersected: B QUEUE DE TORTUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2019, Bridge Improvement Cost: $832,000, Total Project Cost: $1,248,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100570200001, Location: 1.0 MI SOUTH OF LA 1115 (Lat: 30.079011, Lng: -92.361611), Route carried "on" structure: State highway 13, Year Built: 1952, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 4,920 (year 2036), Design Load: H 15, Features Intersected: B QUEUE DE TORTUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2019, Bridge Improvement Cost: $832,000, Total Project Cost: $1,248,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30100570208251, Location: 2.2 MI NORTH OF LA 3007 (Lat: 30.200519, Lng: -92.362900), Route carried "on" structure: State highway 13, Year Built: 2001, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 9,000 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 9,900 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLANC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100570208251, Location: 2.2 MI NORTH OF LA 3007 (Lat: 30.200519, Lng: -92.362900), Route carried "on" structure: State highway 13, Year Built: 2001, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 9,000 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 9,900 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BLANC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30100570208851, Location: .01 MI SOUTH OF US 90 (Lat: 30.209811, Lng: -92.363100), Route carried "on" structure: State highway 13, Year Built: 1982, Status: Open, Structure Length: 44.50m (146.00ft), Average Daily Traffic: 9,000 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,940 (year 2036), Design Load: HS 20, Features Intersected: STREETS & R.R. TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.518, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 7 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100570208851, Location: .01 MI SOUTH OF US 90 (Lat: 30.209811, Lng: -92.363100), Route carried "on" structure: State highway 13, Year Built: 1982, Status: Open, Structure Length: 44.50m (146.00ft), Average Daily Traffic: 9,000 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,940 (year 2036), Design Load: HS 20, Features Intersected: STREETS & R.R. TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.518, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 7 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30100570301181, Location: 1.1 MI NORTH OF US 90 (Lat: 30.225519, Lng: -92.379761), Route carried "on" structure: State highway 13, Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 18,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 10,740 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 57-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.8 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $204,000, Total Project Cost: $306,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100570301181, Location: 1.1 MI NORTH OF US 90 (Lat: 30.225519, Lng: -92.379761), Route carried "on" structure: State highway 13, Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 18,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 10,740 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 57-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.8 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $204,000, Total Project Cost: $306,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30100570304061, Location: .6 MI NORTH OF LA 1121 (Lat: 30.263939, Lng: -92.396600), Route carried "on" structure: State highway 13, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,600 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30100570304061, Location: .6 MI NORTH OF LA 1121 (Lat: 30.263939, Lng: -92.396600), Route carried "on" structure: State highway 13, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,600 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30102110100581, Location: .58 MI WEST OF LA 13 (Lat: 30.236211, Lng: -92.395500), Route carried "on" structure: State highway 100, Year Built: 1949, Status: Posted for load, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 3,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,920 (year 2036), Design Load: H 15, Features Intersected: B PLAQ BRULE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.930, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 22, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 16.98m (55.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,448,000, Total Project Cost: $2,172,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30102110100581, Location: .58 MI WEST OF LA 13 (Lat: 30.236211, Lng: -92.395500), Route carried "on" structure: State highway 100, Year Built: 1949, Status: Posted for load, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 3,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,920 (year 2036), Design Load: H 15, Features Intersected: B PLAQ BRULE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.930, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 22, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 16.98m (55.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,448,000, Total Project Cost: $2,172,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500411881, Location: 2.1 MI EAST OF LA 91 (Lat: 30.235669, Lng: -92.427500), Route carried "on" structure: Interstate 10, Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 29,709 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 32,680 (year 2040), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.140, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 40.9m (134.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500411881, Location: 2.1 MI EAST OF LA 91 (Lat: 30.235669, Lng: -92.427500), Route carried "on" structure: Interstate 10, Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 29,709 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 32,680 (year 2040), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.140, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 40.9m (134.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500411882, Location: 2.50 MI W of LA 13 (Lat: 30.236050, Lng: -92.427100), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 31,450 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 34,595 (year 2040), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.494, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500411882, Location: 2.50 MI W of LA 13 (Lat: 30.236050, Lng: -92.427100), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 31,450 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 34,595 (year 2040), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.494, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500413141, Location: 3.4 MI EAST LA 91 (Lat: 30.235581, Lng: -92.406200), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: MPRR & FRANKEL FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.187, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500413141, Location: 3.4 MI EAST LA 91 (Lat: 30.235581, Lng: -92.406200), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: MPRR & FRANKEL FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.187, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500413142, Location: 1.22 MI W of LA 13 (Lat: 30.235800, Lng: -92.405200), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: MPRR & FRANKEL FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.378, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500413142, Location: 1.22 MI W of LA 13 (Lat: 30.235800, Lng: -92.405200), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: MPRR & FRANKEL FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.378, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500413661, Location: 3.9 MI EAST LA 91 (Lat: 30.235550, Lng: -92.397700), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PLAQUEMINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.005, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.65m (57.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,505,000, Total Project Cost: $2,257,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500413661, Location: 3.9 MI EAST LA 91 (Lat: 30.235550, Lng: -92.397700), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PLAQUEMINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.005, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.65m (57.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,505,000, Total Project Cost: $2,257,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500413662, Location: .71 Mi W of LA 13 (Lat: 30.235769, Lng: -92.395800), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PLAQUEMINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.477, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.65m (57.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,505,000, Total Project Cost: $2,257,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500413662, Location: .71 Mi W of LA 13 (Lat: 30.235769, Lng: -92.395800), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PLAQUEMINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.477, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.65m (57.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,505,000, Total Project Cost: $2,257,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500414371, Location: I-10 OVER LA 13 (Lat: 30.235519, Lng: -92.385700), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: LA0013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.158, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $577,000, Total Project Cost: $865,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500414371, Location: I-10 OVER LA 13 (Lat: 30.235519, Lng: -92.385700), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: LA0013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.158, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $577,000, Total Project Cost: $865,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500414372, Location: I-10 OVER LA 13 (Lat: 30.235739, Lng: -92.385200), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: LA0013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.458, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $577,000, Total Project Cost: $865,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500414372, Location: I-10 OVER LA 13 (Lat: 30.235739, Lng: -92.385200), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 17,650 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 12,600 (year 2036), Design Load: HS 20, Features Intersected: LA0013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.458, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $577,000, Total Project Cost: $865,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500414611, Location: .3 MI EAST OF I-10 (Lat: 30.235511, Lng: -92.381600), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 58,700 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 30,420 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.550, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 98.8m (324.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $228,000, Total Project Cost: $342,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500414611, Location: .3 MI EAST OF I-10 (Lat: 30.235511, Lng: -92.381600), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 58,700 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 30,420 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.550, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 98.8m (324.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $228,000, Total Project Cost: $342,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500416781, Location: 1.1 MI EAST OF LA 1111 (Lat: 30.235219, Lng: -92.345600), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,070 (year 2015), Average Future Daily Traffic: 2,442 (year 2036), Design Load: HS 20, Features Intersected: I-10, Facility Carried by Structure: Caffey Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.013, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500416781, Location: 1.1 MI EAST OF LA 1111 (Lat: 30.235219, Lng: -92.345600), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,070 (year 2015), Average Future Daily Traffic: 2,442 (year 2036), Design Load: HS 20, Features Intersected: I-10, Facility Carried by Structure: Caffey Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.013, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500420451, Location: 4.8 MI EAST OF LA 1111 (Lat: 30.247961, Lng: -92.296300), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 4,070 (year 2015), Average Future Daily Traffic: 2,442 (year 2036), Design Load: HS 20, Features Intersected: I-10, Facility Carried by Structure: W. JEFF DAVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.973, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $676,000, Total Project Cost: $1,014,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30104500420451, Location: 4.8 MI EAST OF LA 1111 (Lat: 30.247961, Lng: -92.296300), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 4,070 (year 2015), Average Future Daily Traffic: 2,442 (year 2036), Design Load: HS 20, Features Intersected: I-10, Facility Carried by Structure: W. JEFF DAVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.973, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $676,000, Total Project Cost: $1,014,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30104500421491, Location: I-10 OVER LA 35 (Lat: 30.252219, Lng: -92.270000), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 42,000 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 14,652 (year 2036), Design Load: HS 20, Features Intersected: LA 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.598, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500421491, Location: I-10 OVER LA 35 (Lat: 30.252219, Lng: -92.270000), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 42,000 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 14,652 (year 2036), Design Load: HS 20, Features Intersected: LA 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.598, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 450-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30104500421492, Location: I-10 OVER LA 35 (Lat: 30.252439, Lng: -92.269400), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 42,000 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 14,652 (year 2036), Design Load: HS 20, Features Intersected: LA 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.003, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30104500421492, Location: I-10 OVER LA 35 (Lat: 30.252439, Lng: -92.269400), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 42,000 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 14,652 (year 2036), Design Load: HS 20, Features Intersected: LA 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.003, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 450-04-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30108013001531, Location: 0.5 Mi. N. of US 90 (Lat: 30.235061, Lng: -92.362500), Route carried "on" structure: State highway 1111, Year Built: 1964, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 1,857 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 20, Features Intersected: LA 1111 OVER I-10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30108013001531, Location: 0.5 Mi. N. of US 90 (Lat: 30.235061, Lng: -92.362500), Route carried "on" structure: State highway 1111, Year Built: 1964, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 1,857 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 20, Features Intersected: LA 1111 OVER I-10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30108013002651, Location: 1.1 MI NORTH OF I-10 (Lat: 30.252200, Lng: -92.362500), Route carried "on" structure: State highway 1111, Year Built: 1963, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,857 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,042 (year 2040), Design Load: HS 20, Features Intersected: WYKOFF BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30108013002651, Location: 1.1 MI NORTH OF I-10 (Lat: 30.252200, Lng: -92.362500), Route carried "on" structure: State highway 1111, Year Built: 1963, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,857 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,042 (year 2040), Design Load: HS 20, Features Intersected: WYKOFF BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $650,000, Total Project Cost: $975,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30108015901731, Location: 1.73 MI NORTH OF LA 100 (Lat: 30.261181, Lng: -92.430500), Route carried "on" structure: State highway 3070, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 930 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 234 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JONAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30108015901731, Location: 1.73 MI NORTH OF LA 100 (Lat: 30.261181, Lng: -92.430500), Route carried "on" structure: State highway 3070, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 930 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 234 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JONAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30108015903011, Location: 3.01 MI NORTH OF LA 100 (Lat: 30.279700, Lng: -92.430600), Route carried "on" structure: State highway 3070, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 930 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,023 (year 2036), Design Load: HS 20, Features Intersected: COULEE DESOULE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.806, Lanes on structure: 2, Owner: State 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, 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: 19.4 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30108015903011, Location: 3.01 MI NORTH OF LA 100 (Lat: 30.279700, Lng: -92.430600), Route carried "on" structure: State highway 3070, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 930 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,023 (year 2036), Design Load: HS 20, Features Intersected: COULEE DESOULE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.806, Lanes on structure: 2, Owner: State 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, 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: 19.4 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30130089921971, Location: 0.91M FROM LA 3007 (Lat: 30.147931, Lng: -92.345181), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 48 (year 2020), Average Future Daily Traffic: 53 (year 2040), Design Load: HS 20, Features Intersected: LYONS POINT GULLY, Facility Carried by Structure: Leger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.6 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: 28.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30130089921971, Location: 0.91M FROM LA 3007 (Lat: 30.147931, Lng: -92.345181), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 48 (year 2020), Average Future Daily Traffic: 53 (year 2040), Design Load: HS 20, Features Intersected: LYONS POINT GULLY, Facility Carried by Structure: Leger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.6 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: 28.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30130092921981, Location: 1.2 MILES WEST OF LA 3007 (Lat: 30.153561, Lng: -92.332081), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 24 (year 2036), Design Load: HS 20, Features Intersected: LYONS POINT GULLY, Facility Carried by Structure: Mark Twain Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 33 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: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30130092921981, Location: 1.2 MILES WEST OF LA 3007 (Lat: 30.153561, Lng: -92.332081), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 24 (year 2036), Design Load: HS 20, Features Intersected: LYONS POINT GULLY, Facility Carried by Structure: Mark Twain Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 33 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: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30130102921871, Location: 0.7 Mi. N. of LA 3007 (Lat: 30.171819, Lng: -92.312031), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,296 (year 2020), Average Future Daily Traffic: 1,426 (year 2040), Design Load: HS 20, Features Intersected: Lyons Point Gully, Facility Carried by Structure: Ebenezer Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: 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: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 36.6 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: 28.2 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: Somewhat better than minimum adequacy, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30130102921871, Location: 0.7 Mi. N. of LA 3007 (Lat: 30.171819, Lng: -92.312031), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,296 (year 2020), Average Future Daily Traffic: 1,426 (year 2040), Design Load: HS 20, Features Intersected: Lyons Point Gully, Facility Carried by Structure: Ebenezer Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: 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: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 36.6 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: 28.2 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: Somewhat better than minimum adequacy, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30130115922331, Location: 0.5 MI S US90 (Lat: 30.192900, Lng: -92.388081), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20, Features Intersected: BAYOU BLANC, Facility Carried by Structure: Roller Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Precast Panels
Structure Number: 30130115922331, Location: 0.5 MI S US90 (Lat: 30.192900, Lng: -92.388081), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20, Features Intersected: BAYOU BLANC, Facility Carried by Structure: Roller Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Precast Panels
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Structure Number: 30130120922241, Location: 0.7 Mi. W. of La 13 (Lat: 30.201519, Lng: -92.375461), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,592 (year 2020), Average Future Daily Traffic: 2,851 (year 2040), Design Load: HS 20, Features Intersected: Blanc Bayou, Facility Carried by Structure: Pine Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $260,000, Total Project Cost: $390,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 30130120922241, Location: 0.7 Mi. W. of La 13 (Lat: 30.201519, Lng: -92.375461), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,592 (year 2020), Average Future Daily Traffic: 2,851 (year 2040), Design Load: HS 20, Features Intersected: Blanc Bayou, Facility Carried by Structure: Pine Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $260,000, Total Project Cost: $390,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 30130123922071, Location: 2.5 Mi. N. of La 3007 (Lat: 30.204550, Lng: -92.346019), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 288 (year 2020), Average Future Daily Traffic: 317 (year 2040), Design Load: HS 20, Features Intersected: Canal, Facility Carried by Structure: Leger Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: 30130123922071, Location: 2.5 Mi. N. of La 3007 (Lat: 30.204550, Lng: -92.346019), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 288 (year 2020), Average Future Daily Traffic: 317 (year 2040), Design Load: HS 20, Features Intersected: Canal, Facility Carried by Structure: Leger Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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
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Structure Number: 30130128922031, Location: 4.0 MI W of LA 35 (Lat: 30.213781, Lng: -92.337431), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,448 (year 2020), Average Future Daily Traffic: 2,693 (year 2040), Design Load: HS 20, Features Intersected: Bayou Blanc, Facility Carried by Structure: Standard Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Precast Panels
Structure Number: 30130128922031, Location: 4.0 MI W of LA 35 (Lat: 30.213781, Lng: -92.337431), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,448 (year 2020), Average Future Daily Traffic: 2,693 (year 2040), Design Load: HS 20, Features Intersected: Bayou Blanc, Facility Carried by Structure: Standard Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Precast Panels
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Structure Number: 30130128922381, Location: 1.4 Mi. W. of LA 13 (Lat: 30.213250, Lng: -92.399039), Route carried "on" structure: County highway , Year Built: 1982, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,880 (year 2020), Average Future Daily Traffic: 3,168 (year 2040), Design Load: HS 20, Features Intersected: Crowley Drainage Ditch, Facility Carried by Structure: W. Northern Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $223,000, Total Project Cost: $334,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30130128922381, Location: 1.4 Mi. W. of LA 13 (Lat: 30.213250, Lng: -92.399039), Route carried "on" structure: County highway , Year Built: 1982, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,880 (year 2020), Average Future Daily Traffic: 3,168 (year 2040), Design Load: HS 20, Features Intersected: Crowley Drainage Ditch, Facility Carried by Structure: W. Northern Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $223,000, Total Project Cost: $334,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous