Bridge Statistics for Ponchatoula, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 48Number of bridges
- 4,731ft / 1,442mTotal length
- $2,782,000Total costs
- 399,257Total average daily traffic
- 45,202Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ponchatoula
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 31950-1959
- 91960-1969
- 81970-1979
- 41980-1989
- 61990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 3.1%Very good
- 53.1%Good
- 21.9%Satisfactory
- 21.9%Fair
- Bridge Condition - Superstructure
- 3.1%Very good
- 50.0%Good
- 18.8%Satisfactory
- 28.1%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 56.3%Good
- 12.5%Satisfactory
- 9.4%Fair
- 9.4%Poor
- 6.3%Serious
- Bridge Condition - Channel
- 16.7%Very good
- 33.3%Good
- 25.0%Satisfactory
- 19.4%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 625300000620354, Location: 1.90 Mi. S. of La 22 (Lat: 30.417861, Lng: -90.369219), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 550 (year 2015), Average Future Daily Traffic: 605 (year 2035), Design Load: HL 93, Features Intersected: Big Branch, Facility Carried by Structure: Weinberger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 1 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: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625300000620354, Location: 1.90 Mi. S. of La 22 (Lat: 30.417861, Lng: -90.369219), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 550 (year 2015), Average Future Daily Traffic: 605 (year 2035), Design Load: HL 93, Features Intersected: Big Branch, Facility Carried by Structure: Weinberger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 1 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: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302610303291, Location: 1.8 M W OF I-55 (Lat: 30.439850, Lng: -90.496400), Route carried "on" structure: State highway 22, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 15,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2036), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.187, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302610303291, Location: 1.8 M W OF I-55 (Lat: 30.439850, Lng: -90.496400), Route carried "on" structure: State highway 22, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 15,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2036), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.187, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302610304091, Location: 1.0 M W OF I-55 (Lat: 30.439719, Lng: -90.483300), Route carried "on" structure: State highway 22, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 15,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.445, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302610304091, Location: 1.0 M W OF I-55 (Lat: 30.439719, Lng: -90.483300), Route carried "on" structure: State highway 22, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 15,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.445, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302610305501, Location: LA0022 (Lat: 30.438231, Lng: -90.461000), Route carried "on" structure: State highway 22, Year Built: 1960, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 15,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2036), Design Load: HS 20, Features Intersected: LA 22 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.600, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 625302610305501, Location: LA0022 (Lat: 30.438231, Lng: -90.461000), Route carried "on" structure: State highway 22, Year Built: 1960, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 15,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2036), Design Load: HS 20, Features Intersected: LA 22 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.600, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 625302610401901, Location: 1.9 M E OF E JCT. US 51B (Lat: 30.442839, Lng: -90.411100), Route carried "on" structure: State highway 22, Year Built: 1938, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: H 15, Features Intersected: SELSERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $345,000, Total Project Cost: $517,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625302610401901, Location: 1.9 M E OF E JCT. US 51B (Lat: 30.442839, Lng: -90.411100), Route carried "on" structure: State highway 22, Year Built: 1938, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: H 15, Features Intersected: SELSERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $345,000, Total Project Cost: $517,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625302610403991, Location: 3.7 M E OF US 51 (Lat: 30.439961, Lng: -90.377100), Route carried "on" structure: State highway 22, Year Built: 1938, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $166,000, Total Project Cost: $249,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625302610403991, Location: 3.7 M E OF US 51 (Lat: 30.439961, Lng: -90.377100), Route carried "on" structure: State highway 22, Year Built: 1938, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $166,000, Total Project Cost: $249,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625304529000582, Location: 11.0 M S OF LA 22 (Lat: 30.401231, Lng: -90.431200), Route carried "on" structure: Interstate 55, Year Built: 1979, Status: Open, Structure Length: 1283.97m (4212.50ft), Average Daily Traffic: 14,300 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 11,214 (year 2036), Design Load: HS 20, Features Intersected: MANCHAC INT/SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.379, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 607, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529000582, Location: 11.0 M S OF LA 22 (Lat: 30.401231, Lng: -90.431200), Route carried "on" structure: Interstate 55, Year Built: 1979, Status: Open, Structure Length: 1283.97m (4212.50ft), Average Daily Traffic: 14,300 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 11,214 (year 2036), Design Load: HS 20, Features Intersected: MANCHAC INT/SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.379, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 607, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529007363, Location: 4.0 M S OF LA 22 (Lat: 30.384250, Lng: -90.425400), Route carried "on" structure: ServiceInterstate 55, Year Built: 1958, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,860 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,869 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.407, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 625304529007363, Location: 4.0 M S OF LA 22 (Lat: 30.384250, Lng: -90.425400), Route carried "on" structure: ServiceInterstate 55, Year Built: 1958, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,860 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,869 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.407, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 625304529008543, Location: 3.0 M S OF LA 22 (Lat: 30.400689, Lng: -90.430400), Route carried "on" structure: ServiceInterstate 55, Year Built: 1958, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,860 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,869 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 625304529008543, Location: 3.0 M S OF LA 22 (Lat: 30.400689, Lng: -90.430400), Route carried "on" structure: ServiceInterstate 55, Year Built: 1958, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,860 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,869 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 625304529008548, Location: BEGINNING OF ELEVATED HWY (Lat: 30.400500, Lng: -90.431300), Route carried "on" structure: Ramp Interstate 55, Year Built: 1978, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,860 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 1,869 (year 2036), Design Load: H 10, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.311, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.9m (75.1ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 625304529008548, Location: BEGINNING OF ELEVATED HWY (Lat: 30.400500, Lng: -90.431300), Route carried "on" structure: Ramp Interstate 55, Year Built: 1978, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,860 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 1,869 (year 2036), Design Load: H 10, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.311, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.9m (75.1ft)
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 minimum 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: 625304529008991, Location: 8.9 MI N. OF PARISH LINE (Lat: 30.406961, Lng: -90.432200), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,300 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 18,690 (year 2036), Design Load: HS 20, Features Intersected: SOUTH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.281, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-1, 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: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 625304529008991, Location: 8.9 MI N. OF PARISH LINE (Lat: 30.406961, Lng: -90.432200), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,300 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 18,690 (year 2036), Design Load: HS 20, Features Intersected: SOUTH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.281, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-1, 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: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 625304529008992, Location: 8.9 MI N. OF PARISH LINE (Lat: 30.407239, Lng: -90.432600), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,300 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 18,690 (year 2036), Design Load: HS 20, Features Intersected: SOUTH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.698, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 625304529008992, Location: 8.9 MI N. OF PARISH LINE (Lat: 30.407239, Lng: -90.432600), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,300 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 18,690 (year 2036), Design Load: HS 20, Features Intersected: SOUTH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.698, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 625304529009841, Location: 9.8 MI N. OF PARISH LINE (Lat: 30.416581, Lng: -90.439700), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 15,950 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: MIDDLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 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: 12.3m (40.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 625304529009841, Location: 9.8 MI N. OF PARISH LINE (Lat: 30.416581, Lng: -90.439700), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 15,950 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: MIDDLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 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: 12.3m (40.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 625304529009842, Location: 9.8 MI N. OF PARISH LINE (Lat: 30.416511, Lng: -90.440000), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 15,950 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: MIDDLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.388, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 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: 12.3m (40.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 625304529009842, Location: 9.8 MI N. OF PARISH LINE (Lat: 30.416511, Lng: -90.440000), Route carried "on" structure: Interstate 55, Year Built: 2005, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 15,950 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: MIDDLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.388, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 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: 12.3m (40.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 625304529011391, Location: 0.2 M S OF LA 22 (Lat: 30.432889, Lng: -90.456211), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 31,900 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.330, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 82.3m (270.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529011391, Location: 0.2 M S OF LA 22 (Lat: 30.432889, Lng: -90.456211), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 31,900 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.330, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 82.3m (270.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529013201, Location: I0055 (Lat: 30.454900, Lng: -90.472100), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 18,050 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 13,986 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.965, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529013201, Location: I0055 (Lat: 30.454900, Lng: -90.472100), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 18,050 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 13,986 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.965, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529013202, Location: I0055 (Lat: 30.455381, Lng: -90.472600), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 18,050 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 13,986 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.987, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529013202, Location: I0055 (Lat: 30.455381, Lng: -90.472600), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 18,050 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 13,986 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.987, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529013203, Location: I0055 (Lat: 30.455019, Lng: -90.471800), Route carried "on" structure: ServiceInterstate 55, Year Built: 1960, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,610 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,331 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.455, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625304529013203, Location: I0055 (Lat: 30.455019, Lng: -90.471800), Route carried "on" structure: ServiceInterstate 55, Year Built: 1960, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,610 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,331 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.455, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625304529013204, Location: I0055 (Lat: 30.455261, Lng: -90.472900), Route carried "on" structure: ServiceInterstate 55, Year Built: 1960, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,610 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,331 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529013204, Location: I0055 (Lat: 30.455261, Lng: -90.472900), Route carried "on" structure: ServiceInterstate 55, Year Built: 1960, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,610 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,331 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308533600501, Location: US0051 (Lat: 30.414489, Lng: -90.434600), Route carried "on" structure: Business US 51, Year Built: 1960, Status: Open, Structure Length: 31.73m (104.10ft), Average Daily Traffic: 5,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,640 (year 2036), Design Load: HS 20, Features Intersected: US 51B OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.640, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308533600501, Location: US0051 (Lat: 30.414489, Lng: -90.434600), Route carried "on" structure: Business US 51, Year Built: 1960, Status: Open, Structure Length: 31.73m (104.10ft), Average Daily Traffic: 5,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,640 (year 2036), Design Load: HS 20, Features Intersected: US 51B OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.640, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308533604211, Location: US0051 (Lat: 30.456019, Lng: -90.456700), Route carried "on" structure: US 51, Year Built: 1931, Status: Posted for load, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 16,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 8,680 (year 2036), Design Load: H 15, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 26.6 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: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $561,000, Total Project Cost: $841,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625308533604211, Location: US0051 (Lat: 30.456019, Lng: -90.456700), Route carried "on" structure: US 51, Year Built: 1931, Status: Posted for load, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 16,100 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 8,680 (year 2036), Design Load: H 15, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 26.6 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: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $561,000, Total Project Cost: $841,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330248902281, Location: 0.2M S OF WEINBERGER RD (Lat: 30.415650, Lng: -90.380150), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8 (year 2019), Average Future Daily Traffic: 9 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Sandy acres Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.1 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other
Structure Number: 625330248902281, Location: 0.2M S OF WEINBERGER RD (Lat: 30.415650, Lng: -90.380150), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8 (year 2019), Average Future Daily Traffic: 9 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Sandy acres Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.1 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other
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Structure Number: 625330249902271, Location: 5.0M SE OF LA 22 EXIT (Lat: 30.414419, Lng: -90.378031), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6 (year 2019), Average Future Daily Traffic: 7 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Gueldner Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 625330249902271, Location: 5.0M SE OF LA 22 EXIT (Lat: 30.414419, Lng: -90.378031), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6 (year 2019), Average Future Daily Traffic: 7 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Gueldner Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 625330250902221, Location: 1.90 M S of LA 22 (Lat: 30.417869, Lng: -90.369239), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 549 (year 2021), Average Future Daily Traffic: 604 (year 2041), Design Load: HS 20, Features Intersected: BIG BRANCH, Facility Carried by Structure: Weinberger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 625330250902221, Location: 1.90 M S of LA 22 (Lat: 30.417869, Lng: -90.369239), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 549 (year 2021), Average Future Daily Traffic: 604 (year 2041), Design Load: HS 20, Features Intersected: BIG BRANCH, Facility Carried by Structure: Weinberger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625330252902881, Location: 0.3 N. OF RT. 142 MILLRD (Lat: 30.420719, Lng: -90.480061), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 11 (year 2039), Design Load: H 15, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: Shingle Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $185,000, Total Project Cost: $277,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 625330252902881, Location: 0.3 N. OF RT. 142 MILLRD (Lat: 30.420719, Lng: -90.480061), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 11 (year 2039), Design Load: H 15, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: Shingle Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $185,000, Total Project Cost: $277,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 625330253902481, Location: 3.7 MI SE OF SR 22 E (Lat: 30.420911, Lng: -90.414011), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 1,022 (year 2021), Average Future Daily Traffic: 1,125 (year 2041), Design Load: HS 20, Features Intersected: SELZERS CREEK, Facility Carried by Structure: Weinberger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 625330253902481, Location: 3.7 MI SE OF SR 22 E (Lat: 30.420911, Lng: -90.414011), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 1,022 (year 2021), Average Future Daily Traffic: 1,125 (year 2041), Design Load: HS 20, Features Intersected: SELZERS CREEK, Facility Carried by Structure: Weinberger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625330255902951, Location: 3.3 MI SW OF SR 22 E (Lat: 30.425131, Lng: -90.491511), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 585 (year 2021), Average Future Daily Traffic: 644 (year 2041), Design Load: HS 20, Features Intersected: NAV. PONCHATOULA, Facility Carried by Structure: Wadesboro Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.3 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: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 625330255902951, Location: 3.3 MI SW OF SR 22 E (Lat: 30.425131, Lng: -90.491511), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 585 (year 2021), Average Future Daily Traffic: 644 (year 2041), Design Load: HS 20, Features Intersected: NAV. PONCHATOULA, Facility Carried by Structure: Wadesboro Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.3 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: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625330256902231, Location: 6.4 MI SE OF LA 3158 EXIT (Lat: 30.425439, Lng: -90.368681), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 60 (year 2016), Average Future Daily Traffic: 42 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Howes Cemt. Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $141,000, Total Project Cost: $211,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625330256902231, Location: 6.4 MI SE OF LA 3158 EXIT (Lat: 30.425439, Lng: -90.368681), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 60 (year 2016), Average Future Daily Traffic: 42 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Howes Cemt. Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $141,000, Total Project Cost: $211,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625330256902271, Location: 0.80 M S of LA 22 (Lat: 30.427350, Lng: -90.378811), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 767 (year 2021), Average Future Daily Traffic: 844 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Esterbrook Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.3 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: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 625330256902271, Location: 0.80 M S of LA 22 (Lat: 30.427350, Lng: -90.378811), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 767 (year 2021), Average Future Daily Traffic: 844 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Esterbrook Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.3 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: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625330256902741, Location: 1.6M SW OF LA 22 EXIT (Lat: 30.427031, Lng: -90.456581), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 577 (year 2021), Average Future Daily Traffic: 635 (year 2041), Design Load: HS 20, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: W. Murray Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.7 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: 26.9 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625330256902741, Location: 1.6M SW OF LA 22 EXIT (Lat: 30.427031, Lng: -90.456581), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 577 (year 2021), Average Future Daily Traffic: 635 (year 2041), Design Load: HS 20, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: W. Murray Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.7 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: 26.9 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625330257902841, Location: 1.6 MI SW OF SR 22 E (Lat: 30.426881, Lng: -90.475511), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 366 (year 2021), Average Future Daily Traffic: 403 (year 2041), Design Load: H 10, Features Intersected: CANAL, Facility Carried by Structure: Wadesboro Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330257902841, Location: 1.6 MI SW OF SR 22 E (Lat: 30.426881, Lng: -90.475511), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 366 (year 2021), Average Future Daily Traffic: 403 (year 2041), Design Load: H 10, Features Intersected: CANAL, Facility Carried by Structure: Wadesboro Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330258902431, Location: 4 MI. S.E. LA 3158 EXIT (Lat: 30.428739, Lng: -90.405461), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,899 (year 2021), Average Future Daily Traffic: 2,089 (year 2041), Design Load: HS 20, Features Intersected: SELSERS CREEK, Facility Carried by Structure: Esterbrook Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.8 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: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 625330258902431, Location: 4 MI. S.E. LA 3158 EXIT (Lat: 30.428739, Lng: -90.405461), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,899 (year 2021), Average Future Daily Traffic: 2,089 (year 2041), Design Load: HS 20, Features Intersected: SELSERS CREEK, Facility Carried by Structure: Esterbrook Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.8 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: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 625330259902801, Location: 1.2 MI SW OF SR 22 E (Lat: 30.430581, Lng: -90.468350), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 482 (year 2021), Average Future Daily Traffic: 531 (year 2041), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Wadesboro Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 12.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $94,000, Total Project Cost: $141,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330259902801, Location: 1.2 MI SW OF SR 22 E (Lat: 30.430581, Lng: -90.468350), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 482 (year 2021), Average Future Daily Traffic: 531 (year 2041), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Wadesboro Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 12.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $94,000, Total Project Cost: $141,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330266902281, Location: 4.5 MI NE OF SR 22 E (Lat: 30.441611, Lng: -90.380039), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,473 (year 2020), Average Future Daily Traffic: 1,621 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Brown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 625330266902281, Location: 4.5 MI NE OF SR 22 E (Lat: 30.441611, Lng: -90.380039), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,473 (year 2020), Average Future Daily Traffic: 1,621 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Brown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 625330267902771, Location: 1.4 MI NW OF LA 51 E (Lat: 30.444611, Lng: -90.464381), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 269 (year 2021), Average Future Daily Traffic: 296 (year 2041), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Cambell Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330267902771, Location: 1.4 MI NW OF LA 51 E (Lat: 30.444611, Lng: -90.464381), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 269 (year 2021), Average Future Daily Traffic: 296 (year 2041), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Cambell Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $109,000, Total Project Cost: $163,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330269902491, Location: 2.3M S OF LA 3158 EXIT (Lat: 30.449211, Lng: -90.414081), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 4,707 (year 2020), Average Future Daily Traffic: 5,178 (year 2040), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: N. Hoover Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330269902491, Location: 2.3M S OF LA 3158 EXIT (Lat: 30.449211, Lng: -90.414081), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 4,707 (year 2020), Average Future Daily Traffic: 5,178 (year 2040), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: N. Hoover Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625330271902861, Location: 2 MI NW/EX LA22 W HOFFMAN (Lat: 30.452481, Lng: -90.476231), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 717 (year 2021), Average Future Daily Traffic: 789 (year 2041), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK, Facility Carried by Structure: W. Hoffman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625330271902861, Location: 2 MI NW/EX LA22 W HOFFMAN (Lat: 30.452481, Lng: -90.476231), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 717 (year 2021), Average Future Daily Traffic: 789 (year 2041), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK, Facility Carried by Structure: W. Hoffman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625330281902691, Location: 2 MI N OF JCT SR 22 (Lat: 30.468231, Lng: -90.448219), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,250 (year 2020), Average Future Daily Traffic: 6,875 (year 2040), Design Load: HS 15, Features Intersected: PONCHATOULA CREEK, Facility Carried by Structure: S. Range Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.2 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 625330281902691, Location: 2 MI N OF JCT SR 22 (Lat: 30.468231, Lng: -90.448219), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,250 (year 2020), Average Future Daily Traffic: 6,875 (year 2040), Design Load: HS 15, Features Intersected: PONCHATOULA CREEK, Facility Carried by Structure: S. Range Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.2 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438150, Lng: -90.460289), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 33,300 (year 2014), Features Intersected: I-55 NB UNDER LA 22
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 18.789, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438150, Lng: -90.460289), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 33,300 (year 2014), Features Intersected: I-55 NB UNDER LA 22
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 18.789, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438350, Lng: -90.460800), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 SB EXIT RAMP UNDER
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.455, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438350, Lng: -90.460800), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 SB EXIT RAMP UNDER
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.455, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438169, Lng: -90.460689), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 SB ON-RAMP FROM LA
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.005, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438169, Lng: -90.460689), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 SB ON-RAMP FROM LA
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.005, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438339, Lng: -90.460650), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 33,300 (year 2014), Features Intersected: I-55 SB UNDER LA 22
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 64.200, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438339, Lng: -90.460650), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 33,300 (year 2014), Features Intersected: I-55 SB UNDER LA 22
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 64.200, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438139, Lng: -90.460131), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 NB OFF-RAMP UNDER L
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.492, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438139, Lng: -90.460131), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 NB OFF-RAMP UNDER L
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.492, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438131, Lng: -90.460100), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 NB ON-RAMP FROM LA
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.293, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625302610305501, Location: 2.5 MI S OF US 51 (Lat: 30.438131, Lng: -90.460100), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 3,330 (year 2014), Features Intersected: I-55 NB ON-RAMP FROM LA
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.293, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 625304529000581, Location: I-55SB UNDER I-55 NB (Lat: 30.397831, Lng: -90.430031), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 2,670 (year 2014), Features Intersected: I-55 SB OFF-RAMP TO US 5
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.666, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 625304529000581, Location: I-55SB UNDER I-55 NB (Lat: 30.397831, Lng: -90.430031), Route carried "under" structure: Ramp Interstate 55, Structure Length: 0. m, Average Daily Traffic: 2,670 (year 2014), Features Intersected: I-55 SB OFF-RAMP TO US 5
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.666, Lanes on structure: 1, Length of Maximum Span: 0.0m