Bridge Statistics for Tickfaw, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 223ft / 68.4mTotal length
- $6,442,000Total costs
- 121,995Total average daily traffic
- 4,543Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tickfaw
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 31970-1979
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 27.3%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 18.2%Very good
- 18.2%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 36.4%Good
- 45.5%Satisfactory
- 9.1%Poor
- Bridge Condition - Channel
- 10.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
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Structure Number: 625300000620337, Location: 3.45 MI. E. OF US 51 (Lat: 30.602200, Lng: -90.439100), Route carried "on" structure: State highway 442, Year Built: 2019, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,300 (year 2038), Design Load: Greater than HL93, Features Intersected: TANGIPAHOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.2 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: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625300000620337, Location: 3.45 MI. E. OF US 51 (Lat: 30.602200, Lng: -90.439100), Route carried "on" structure: State highway 442, Year Built: 2019, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,300 (year 2038), Design Load: Greater than HL93, Features Intersected: TANGIPAHOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.2 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: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302610300001, Location: 0.07 MI. EAST OF LA 42 (Lat: 30.431131, Lng: -90.547350), Route carried "on" structure: State highway 22, Year Built: 1956, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 8,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,020 (year 2036), Design Load: H 15, Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.15m (52.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $1,378,000, Total Project Cost: $2,067,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 625302610300001, Location: 0.07 MI. EAST OF LA 42 (Lat: 30.431131, Lng: -90.547350), Route carried "on" structure: State highway 22, Year Built: 1956, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 8,600 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,020 (year 2036), Design Load: H 15, Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.15m (52.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $1,378,000, Total Project Cost: $2,067,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 625302690402041, Location: LA0442 (Lat: 30.577389, Lng: -90.532700), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: PARKER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625302690402041, Location: LA0442 (Lat: 30.577389, Lng: -90.532700), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: PARKER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625302690402801, Location: LA0442 (Lat: 30.577150, Lng: -90.520200), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: H 15, Features Intersected: NAT. RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $494,000, Total Project Cost: $741,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625302690402801, Location: LA0442 (Lat: 30.577150, Lng: -90.520200), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: H 15, Features Intersected: NAT. RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $494,000, Total Project Cost: $741,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625302690402891, Location: LA0442 (Lat: 30.577169, Lng: -90.518900), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.595, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 15.2m (49.9ft), 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $728,000, Total Project Cost: $1,092,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625302690402891, Location: LA0442 (Lat: 30.577169, Lng: -90.518900), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.595, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 15.2m (49.9ft), 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $728,000, Total Project Cost: $1,092,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625302690403671, Location: LA0442 (Lat: 30.577169, Lng: -90.504700), Route carried "on" structure: State highway 442, Year Built: 1970, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: LA 442 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 625302690403671, Location: LA0442 (Lat: 30.577169, Lng: -90.504700), Route carried "on" structure: State highway 442, Year Built: 1970, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: LA 442 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 625302690404711, Location: 0.2 M W OF US 51 (Lat: 30.577200, Lng: -90.488700), Route carried "on" structure: State highway 442, Year Built: 1979, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625302690404711, Location: 0.2 M W OF US 51 (Lat: 30.577200, Lng: -90.488700), Route carried "on" structure: State highway 442, Year Built: 1979, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 6,400 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,780 (year 2036), Design Load: HS 20, Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625302690500131, Location: 0.1 M E OF US 51 (Lat: 30.576661, Lng: -90.481000), Route carried "on" structure: State highway 442, Year Built: 1955, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,680 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $218,000, Total Project Cost: $327,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302690500131, Location: 0.1 M E OF US 51 (Lat: 30.576661, Lng: -90.481000), Route carried "on" structure: State highway 442, Year Built: 1955, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,680 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $218,000, Total Project Cost: $327,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302690503381, Location: LA0442 (Lat: 30.601111, Lng: -90.440000), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,470 (year 2036), Design Load: HS 20, Features Intersected: TANG RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $754,000, Total Project Cost: $1,131,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302690503381, Location: LA0442 (Lat: 30.601111, Lng: -90.440000), Route carried "on" structure: State highway 442, Year Built: 1963, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,470 (year 2036), Design Load: HS 20, Features Intersected: TANG RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $754,000, Total Project Cost: $1,131,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625330347903201, Location: 1.58M SOUTH OF LA 1063 (Lat: 30.580869, Lng: -90.533511), Route carried "on" structure: County highway , Year Built: 1992, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 560 (year 2020), Average Future Daily Traffic: 616 (year 2040), Design Load: HS 20, Features Intersected: PORKER CREEK, Facility Carried by Structure: George Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $209,000, Total Project Cost: $313,000 ( Estimate for 2016), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 625330347903201, Location: 1.58M SOUTH OF LA 1063 (Lat: 30.580869, Lng: -90.533511), Route carried "on" structure: County highway , Year Built: 1992, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 560 (year 2020), Average Future Daily Traffic: 616 (year 2040), Design Load: HS 20, Features Intersected: PORKER CREEK, Facility Carried by Structure: George Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $209,000, Total Project Cost: $313,000 ( Estimate for 2016), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 625330350902941, Location: 0.5 NW OF JCT LA442& US51 (Lat: 30.584569, Lng: -90.487789), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,035 (year 2020), Average Future Daily Traffic: 1,139 (year 2040), Design Load: H 10, Features Intersected: YELLOW WATER RIVER, Facility Carried by Structure: Nuccio Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 8 degrees, 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: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 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: Equal to present desirable 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $182,000, Total Project Cost: $273,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 625330350902941, Location: 0.5 NW OF JCT LA442& US51 (Lat: 30.584569, Lng: -90.487789), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,035 (year 2020), Average Future Daily Traffic: 1,139 (year 2040), Design Load: H 10, Features Intersected: YELLOW WATER RIVER, Facility Carried by Structure: Nuccio Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 8 degrees, 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: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 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: Equal to present desirable 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $182,000, Total Project Cost: $273,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625302690403671, Location: 3.9 MI N OF LA 3234 (Lat: 30.577211, Lng: -90.504481), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 36,100 (year 2014), Features Intersected: I-55 SB UNDER LA 442
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 47.641, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625302690403671, Location: 3.9 MI N OF LA 3234 (Lat: 30.577211, Lng: -90.504481), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 36,100 (year 2014), Features Intersected: I-55 SB UNDER LA 442
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 47.641, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625302690403671, Location: 3.9 MI N OF LA 3234 (Lat: 30.577119, Lng: -90.504200), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 36,100 (year 2014), Features Intersected: I-55 NB UNDER LA 442
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 35.357, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625302690403671, Location: 3.9 MI N OF LA 3234 (Lat: 30.577119, Lng: -90.504200), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 36,100 (year 2014), Features Intersected: I-55 NB UNDER LA 442
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 35.357, Lanes on structure: 2, Length of Maximum Span: 0.0m