Bridge Statistics for Shreveport, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 597Number of bridges
- 16,152ft / 4,923mTotal length
- $170,149,000Total costs
- 10,099,910Total average daily traffic
- 802,012Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Shreveport
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 31940-1949
- 231950-1959
- 781960-1969
- 681970-1979
- 921980-1989
- 901990-1999
- 202000-2009
- 242010-2019
- 42020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 41970-1979
- 71980-1989
- 51990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 5.4%Very good
- 42.2%Good
- 35.8%Satisfactory
- 13.1%Fair
- 2.9%Poor
- 0.6%Serious
- Bridge Condition - Superstructure
- 5.1%Very good
- 41.2%Good
- 34.5%Satisfactory
- 13.4%Fair
- 3.2%Poor
- 2.2%Serious
- 0.3%Critical
- Bridge Condition - Substructure
- 3.5%Very good
- 36.7%Good
- 37.7%Satisfactory
- 16.3%Fair
- 2.9%Poor
- 2.9%Serious
- Bridge Condition - Channel
- 26.9%Very good
- 33.5%Good
- 32.2%Satisfactory
- 7.3%Fair
- Bridge Condition - Culverts
- 12.0%Very good
- 38.0%Good
- 48.9%Satisfactory
- 1.1%Fair
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Structure Number: 40900000040913, Location: 3.0 MI S OF LA 526 (Lat: 32.355900, Lng: -93.766350), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,925 (year 2020), Average Future Daily Traffic: 5,418 (year 2040), Design Load: Greater than HL93, Features Intersected: BOGGY BAYOU, Facility Carried by Structure: LINWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.921, 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: 13, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 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: 43.1 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 40900000040913, Location: 3.0 MI S OF LA 526 (Lat: 32.355900, Lng: -93.766350), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,925 (year 2020), Average Future Daily Traffic: 5,418 (year 2040), Design Load: Greater than HL93, Features Intersected: BOGGY BAYOU, Facility Carried by Structure: LINWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.921, 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: 13, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 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: 43.1 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 40900000300179, Location: 1.0 MILE EAST OF US 171 (Lat: 32.406531, Lng: -93.782500), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 826 (year 2019), Average Future Daily Traffic: 909 (year 2039), Design Load: HS 20, Features Intersected: BROOKWOOD DITCH, Facility Carried by Structure: SOUTH BROOKWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 57.3 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900000300179, Location: 1.0 MILE EAST OF US 171 (Lat: 32.406531, Lng: -93.782500), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 826 (year 2019), Average Future Daily Traffic: 909 (year 2039), Design Load: HS 20, Features Intersected: BROOKWOOD DITCH, Facility Carried by Structure: SOUTH BROOKWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 57.3 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900000300232, Location: 0.2 MI. SOUTH OF LA 173 (Lat: 32.551261, Lng: -93.846039), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 900 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,062 (year 2036), Design Load: HS 20, Features Intersected: LOGAN BAYOU, Facility Carried by Structure: ROY RD
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), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.7 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: 36.0 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 40900000300232, Location: 0.2 MI. SOUTH OF LA 173 (Lat: 32.551261, Lng: -93.846039), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 900 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,062 (year 2036), Design Load: HS 20, Features Intersected: LOGAN BAYOU, Facility Carried by Structure: ROY RD
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), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.7 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: 36.0 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40900000300327, Location: 1.1 MILES NORTHEAST OF I- (Lat: 32.489869, Lng: -93.815061), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,550 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,829 (year 2036), Design Load: HS 20, Features Intersected: TRIB. TO CROSS LAKE, Facility Carried by Structure: SOUTH LAKESHORE DR
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), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.7 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 40900000300327, Location: 1.1 MILES NORTHEAST OF I- (Lat: 32.489869, Lng: -93.815061), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,550 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,829 (year 2036), Design Load: HS 20, Features Intersected: TRIB. TO CROSS LAKE, Facility Carried by Structure: SOUTH LAKESHORE DR
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), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.7 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40900010203241, Location: 3.2 MI EAST OF LA 526 (Lat: 32.457400, Lng: -93.847700), Route carried "on" structure: US 80, Year Built: 1985, Status: Open, Structure Length: 26.55m (87.11ft), Average Daily Traffic: 4,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 4,956 (year 2036), Design Load: HS 20, Features Intersected: I-220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900010203241, Location: 3.2 MI EAST OF LA 526 (Lat: 32.457400, Lng: -93.847700), Route carried "on" structure: US 80, Year Built: 1985, Status: Open, Structure Length: 26.55m (87.11ft), Average Daily Traffic: 4,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 4,956 (year 2036), Design Load: HS 20, Features Intersected: I-220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900010209141, Location: 5.9 MI EAST PF I-220 (Lat: 32.492381, Lng: -93.764300), Route carried "on" structure: US 80, Year Built: 1927, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 10,384 (year 2036), Design Load: H 15, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.351, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, 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: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $421,000, Total Project Cost: $631,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 40900010209141, Location: 5.9 MI EAST PF I-220 (Lat: 32.492381, Lng: -93.764300), Route carried "on" structure: US 80, Year Built: 1927, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 10,384 (year 2036), Design Load: H 15, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.351, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, 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: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $421,000, Total Project Cost: $631,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 40900010209861, Location: US 80 OVER I-20 (Lat: 32.498250, Lng: -93.755100), Route carried "on" structure: US 80, Year Built: 1995, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 8,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 10,384 (year 2036), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.443, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900010209861, Location: US 80 OVER I-20 (Lat: 32.498250, Lng: -93.755100), Route carried "on" structure: US 80, Year Built: 1995, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 8,800 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 10,384 (year 2036), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.443, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900110100351, Location: .1 MI NORTH OF LA 173 (Lat: 32.518889, Lng: -93.750700), Route carried "on" structure: US 71, Year Built: 1966, Status: Open, Structure Length: 15.09m (49.51ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,266 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.571, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 11-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 64.5 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.00m (52.49ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,365,000, Total Project Cost: $2,047,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900110100351, Location: .1 MI NORTH OF LA 173 (Lat: 32.518889, Lng: -93.750700), Route carried "on" structure: US 71, Year Built: 1966, Status: Open, Structure Length: 15.09m (49.51ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,266 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.571, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 11-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 64.5 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.00m (52.49ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,365,000, Total Project Cost: $2,047,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900110100352, Location: .1 MI NORTH OF LA 173 (Lat: 32.519200, Lng: -93.752700), Route carried "on" structure: US 71, Year Built: 1940, Status: Open, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,266 (year 2036), Design Load: H 15, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.530, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 11-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: High priority of corrective action, 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: 14.26m (46.78ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,368,000, Total Project Cost: $2,052,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900110100352, Location: .1 MI NORTH OF LA 173 (Lat: 32.519200, Lng: -93.752700), Route carried "on" structure: US 71, Year Built: 1940, Status: Open, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,266 (year 2036), Design Load: H 15, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.530, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 11-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: High priority of corrective action, 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: 14.26m (46.78ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,368,000, Total Project Cost: $2,052,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900110103131, Location: .1 MI NORTH OF LA 173 (Lat: 32.550411, Lng: -93.779400), Route carried "on" structure: US 71, Year Built: 1990, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 28,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 34,692 (year 2036), Design Load: HS 20, Features Intersected: TWELVE MILE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.050, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 11-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900110103131, Location: .1 MI NORTH OF LA 173 (Lat: 32.550411, Lng: -93.779400), Route carried "on" structure: US 71, Year Built: 1990, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 28,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 34,692 (year 2036), Design Load: HS 20, Features Intersected: TWELVE MILE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.050, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 11-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900110200212, Location: 0.1 MI W JCT LA 1 & US 71 (Lat: 32.582319, Lng: -93.799800), Route carried "on" structure: US 71, Year Built: 1985, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,044 (year 2036), Design Load: HS 20, Features Intersected: LA 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.819, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 11-02-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900110200212, Location: 0.1 MI W JCT LA 1 & US 71 (Lat: 32.582319, Lng: -93.799800), Route carried "on" structure: US 71, Year Built: 1985, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,044 (year 2036), Design Load: HS 20, Features Intersected: LA 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.819, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 11-02-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900110202281, Location: 1.38 M NORTH OF LA 538 (Lat: 32.606189, Lng: -93.810100), Route carried "on" structure: US 71, Year Built: 1991, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 4,200 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 5,074 (year 2036), Design Load: HS 20, Features Intersected: TWELVE MILE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.679, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 11-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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: January 2022, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900110202281, Location: 1.38 M NORTH OF LA 538 (Lat: 32.606189, Lng: -93.810100), Route carried "on" structure: US 71, Year Built: 1991, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 4,200 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 5,074 (year 2036), Design Load: HS 20, Features Intersected: TWELVE MILE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.679, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 11-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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: January 2022, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900113000881, Location: .88 MI NORTH OF US 80 (Lat: 32.521300, Lng: -93.760000), Route carried "on" structure: State highway 3036, Year Built: 1960, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 2,050 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,256 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 17.16m (56.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $1,463,000, Total Project Cost: $2,194,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900113000881, Location: .88 MI NORTH OF US 80 (Lat: 32.521300, Lng: -93.760000), Route carried "on" structure: State highway 3036, Year Built: 1960, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 2,050 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,256 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 17.16m (56.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $1,463,000, Total Project Cost: $2,194,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900113000882, Location: .2 MI south OF HWY 1 (Lat: 32.522669, Lng: -93.760439), Route carried "on" structure: State highway 3036, Year Built: 1960, Status: Open, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,256 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900113000882, Location: .2 MI south OF HWY 1 (Lat: 32.522669, Lng: -93.760439), Route carried "on" structure: State highway 3036, Year Built: 1960, Status: Open, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 3,256 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250800001, Location: 1.3 MI. N. OF LA 3276 (Lat: 32.300069, Lng: -93.827861), Route carried "on" structure: US 171, Year Built: 1981, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,850 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,000 (year 2036), Design Load: HS 20, Features Intersected: CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.0 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: Equal to 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250800001, Location: 1.3 MI. N. OF LA 3276 (Lat: 32.300069, Lng: -93.827861), Route carried "on" structure: US 171, Year Built: 1981, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,850 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,000 (year 2036), Design Load: HS 20, Features Intersected: CYPRESS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.0 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: Equal to 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250804051, Location: 5.2 MI. N. OF LA 3276 (Lat: 32.357039, Lng: -93.828139), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.529, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250804051, Location: 5.2 MI. N. OF LA 3276 (Lat: 32.357039, Lng: -93.828139), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.529, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250804052, Location: 3.4 MI. S. OF LA 526 (Lat: 32.357439, Lng: -93.828200), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.474, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 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: 23.3 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: Somewhat better than minimum adequacy, 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250804052, Location: 3.4 MI. S. OF LA 526 (Lat: 32.357439, Lng: -93.828200), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.474, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 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: 23.3 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: Somewhat better than minimum adequacy, 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250804141, Location: 5.3 MI. N. OF LA 3276 (Lat: 32.358300, Lng: -93.827731), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.529, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.1 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250804141, Location: 5.3 MI. N. OF LA 3276 (Lat: 32.358300, Lng: -93.827731), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.529, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.1 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250804142, Location: 3.3 MI. S. OF LA 526 (Lat: 32.358669, Lng: -93.827839), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.474, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 25.9 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250804142, Location: 3.3 MI. S. OF LA 526 (Lat: 32.358669, Lng: -93.827839), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BUCHANAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.474, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 25.9 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250804861, Location: 6.1 MI. N. OF LA 3276 (Lat: 32.368169, Lng: -93.824300), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.673, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $624,000, Total Project Cost: $936,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250804861, Location: 6.1 MI. N. OF LA 3276 (Lat: 32.368169, Lng: -93.824300), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.673, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $624,000, Total Project Cost: $936,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250804862, Location: 2.6 MI. S. OF LA 526 (Lat: 32.368800, Lng: -93.824331), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.162, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $624,000, Total Project Cost: $936,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250804862, Location: 2.6 MI. S. OF LA 526 (Lat: 32.368800, Lng: -93.824331), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.162, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $624,000, Total Project Cost: $936,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250805441, Location: 6.6 MI. N.OF LA 3276 (Lat: 32.376181, Lng: -93.821400), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.604, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $780,000, Total Project Cost: $1,170,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250805441, Location: 6.6 MI. N.OF LA 3276 (Lat: 32.376181, Lng: -93.821400), Route carried "on" structure: US 171, Year Built: 1967, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.604, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $780,000, Total Project Cost: $1,170,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250805442, Location: 2.0 MI. S. OF LA 526 (Lat: 32.376969, Lng: -93.821300), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.213, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 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: 27.9 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: Somewhat better than minimum adequacy, 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: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $780,000, Total Project Cost: $1,170,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250805442, Location: 2.0 MI. S. OF LA 526 (Lat: 32.376969, Lng: -93.821300), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 6,450 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 8,920 (year 2036), Design Load: HS 20, Features Intersected: BOGGY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.213, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 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: 27.9 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: Somewhat better than minimum adequacy, 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: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $780,000, Total Project Cost: $1,170,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250807071, Location: 0.1 MI N OF LA 525 (Lat: 32.396961, Lng: -93.809161), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 24,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 28,674 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.193, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Very 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250807071, Location: 0.1 MI N OF LA 525 (Lat: 32.396961, Lng: -93.809161), Route carried "on" structure: US 171, Year Built: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 24,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 28,674 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.193, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Very 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250809811, Location: 1.0 MI. N. OF LA 3132 (Lat: 32.429300, Lng: -93.784800), Route carried "on" structure: US 171, Year Built: 1976, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: MP RAILROAD, CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.553, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 14, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 40900250809811, Location: 1.0 MI. N. OF LA 3132 (Lat: 32.429300, Lng: -93.784800), Route carried "on" structure: US 171, Year Built: 1976, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: MP RAILROAD, CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.553, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 14, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40900250809812, Location: 0.7 MI. S. OF LA 511 (Lat: 32.431639, Lng: -93.784339), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 25.97m (85.20ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: MISSOURI PACIFIC RAILROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.085, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250809812, Location: 0.7 MI. S. OF LA 511 (Lat: 32.431639, Lng: -93.784339), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 25.97m (85.20ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: MISSOURI PACIFIC RAILROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.085, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250810061, Location: 1.2 MI. N. OF LA 3132 (Lat: 32.432931, Lng: -93.783731), Route carried "on" structure: US 171, Year Built: 1976, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: SOUTH BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.965, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250810061, Location: 1.2 MI. N. OF LA 3132 (Lat: 32.432931, Lng: -93.783731), Route carried "on" structure: US 171, Year Built: 1976, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: SOUTH BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.965, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250810062, Location: 0.6 MI. S. OF LA 511 (Lat: 32.433431, Lng: -93.783761), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: SOUTH BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.887, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 45.7 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: 35.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250810062, Location: 0.6 MI. S. OF LA 511 (Lat: 32.433431, Lng: -93.783761), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,850 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,531 (year 2036), Design Load: HS 20, Features Intersected: SOUTH BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.887, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 45.7 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: 35.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250810581, Location: 1.7 MI. N. OF LA 3132 (Lat: 32.440011, Lng: -93.781550), Route carried "on" structure: US 171, Year Built: 1954, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,106 (year 2036), Design Load: HS 20, Features Intersected: BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.777, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40900250810581, Location: 1.7 MI. N. OF LA 3132 (Lat: 32.440011, Lng: -93.781550), Route carried "on" structure: US 171, Year Built: 1954, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,106 (year 2036), Design Load: HS 20, Features Intersected: BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.777, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40900250810582, Location: 0.1 MI. S. OF LA 511 (Lat: 32.440231, Lng: -93.781700), Route carried "on" structure: US 171, Year Built: 1960, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 16,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,106 (year 2036), Design Load: HS 20, Features Intersected: BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.106, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, 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 desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40900250810582, Location: 0.1 MI. S. OF LA 511 (Lat: 32.440231, Lng: -93.781700), Route carried "on" structure: US 171, Year Built: 1960, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 16,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 12,106 (year 2036), Design Load: HS 20, Features Intersected: BRUSH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.106, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, 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 desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40900250811671, Location: 0.9 MI. N. OF LA 511 (Lat: 32.455219, Lng: -93.780061), Route carried "on" structure: US 171, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 16,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 20,178 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.506, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.7 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: 25.9 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250811671, Location: 0.9 MI. N. OF LA 511 (Lat: 32.455219, Lng: -93.780061), Route carried "on" structure: US 171, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 16,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 20,178 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.506, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.7 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: 25.9 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250814211, Location: 3.6 MI NORTH OF LA 511 (Lat: 32.494619, Lng: -93.780200), Route carried "on" structure: State highway 3094, Year Built: 1977, Status: Posted for load, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 10,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,098 (year 2036), Design Load: HS 20, Features Intersected: KANSAS CITY SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.878, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Operating Rating: 18.5 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: 14.3 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: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 6 months, Inspection Date: January 2022, Bridge Improvement Cost: $874,000, Total Project Cost: $1,311,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40900250814211, Location: 3.6 MI NORTH OF LA 511 (Lat: 32.494619, Lng: -93.780200), Route carried "on" structure: State highway 3094, Year Built: 1977, Status: Posted for load, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 10,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,098 (year 2036), Design Load: HS 20, Features Intersected: KANSAS CITY SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.878, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Operating Rating: 18.5 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: 14.3 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: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 6 months, Inspection Date: January 2022, Bridge Improvement Cost: $874,000, Total Project Cost: $1,311,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40900250815431, Location: 1.9 Miles North of US80 (Lat: 32.510369, Lng: -93.780100), Route carried "on" structure: State highway 3094, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,858 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.625, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Very good, Operating Rating: 26.9 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $1,248,000, Total Project Cost: $1,872,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250815431, Location: 1.9 Miles North of US80 (Lat: 32.510369, Lng: -93.780100), Route carried "on" structure: State highway 3094, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,858 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.625, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Very good, Operating Rating: 26.9 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $1,248,000, Total Project Cost: $1,872,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250815432, Location: 0.1 MI S OF LA 173 (Lat: 32.511650, Lng: -93.780300), Route carried "on" structure: State highway 3094, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,858 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Serious, Channel: Very good, Operating Rating: 26.9 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $1,248,000, Total Project Cost: $1,872,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250815432, Location: 0.1 MI S OF LA 173 (Lat: 32.511650, Lng: -93.780300), Route carried "on" structure: State highway 3094, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,858 (year 2036), Design Load: HS 20, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Serious, Channel: Very good, Operating Rating: 26.9 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $1,248,000, Total Project Cost: $1,872,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900250900911, Location: .9 MI NORTH OF LA 173 (Lat: 32.526061, Lng: -93.780000), Route carried "on" structure: State highway 3094, Year Built: 1968, Status: Open, Structure Length: 17.43m (57.19ft), Average Daily Traffic: 10,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,098 (year 2036), Design Load: HS 20, Features Intersected: TWELVE MILE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.456, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 38.6 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: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.23m (59.81ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $2,250,000, Total Project Cost: $3,375,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900250900911, Location: .9 MI NORTH OF LA 173 (Lat: 32.526061, Lng: -93.780000), Route carried "on" structure: State highway 3094, Year Built: 1968, Status: Open, Structure Length: 17.43m (57.19ft), Average Daily Traffic: 10,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,098 (year 2036), Design Load: HS 20, Features Intersected: TWELVE MILE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.456, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 25-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 38.6 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: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.23m (59.81ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $2,250,000, Total Project Cost: $3,375,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900450102091, Location: 2.09M NW LA1/US71 INTR (Lat: 32.594611, Lng: -93.828500), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 22,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 26,078 (year 2036), Design Load: HS 20, Features Intersected: MCAIN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.886, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 45-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2021
Structure Number: 40900450102091, Location: 2.09M NW LA1/US71 INTR (Lat: 32.594611, Lng: -93.828500), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 22,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 26,078 (year 2036), Design Load: HS 20, Features Intersected: MCAIN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.886, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 45-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2021
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Structure Number: 40900450102421, Location: 2.42M NW OF LA1/US71 INTR (Lat: 32.597050, Lng: -93.833539), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 22,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 26,078 (year 2036), Design Load: HS 20, Features Intersected: MCAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.906, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 45-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, 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: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900450102421, Location: 2.42M NW OF LA1/US71 INTR (Lat: 32.597050, Lng: -93.833539), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 22,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 26,078 (year 2036), Design Load: HS 20, Features Intersected: MCAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.906, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 45-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, 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: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900450102591, Location: 2.59M NW LA1/US71 INTR (Lat: 32.598311, Lng: -93.836169), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 22,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 26,078 (year 2036), Design Load: HS 20, Features Intersected: MCAIN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.189, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 45-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2021
Structure Number: 40900450102591, Location: 2.59M NW LA1/US71 INTR (Lat: 32.598311, Lng: -93.836169), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 22,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 26,078 (year 2036), Design Load: HS 20, Features Intersected: MCAIN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.189, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 45-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2021