Bridge Statistics for Roseland, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 236ft / 72.0mTotal length
- $1,761,000Total costs
- 103,014Total average daily traffic
- 9,847Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Roseland
- No street view available for this location
- New bridges - historical statistics
- 81950-1959
- 81960-1969
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 61.5%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 61.5%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 61.5%Good
- 7.7%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 18.8%Very good
- 43.8%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 83.3%Good
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Structure Number: 624608460702821, Location: 1.1 M SE OF LA 1047 (Lat: 30.788131, Lng: -90.571100), Route carried "on" structure: State highway 1048, Year Built: 1957, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 604 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.524, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 624608460702821, Location: 1.1 M SE OF LA 1047 (Lat: 30.788131, Lng: -90.571100), Route carried "on" structure: State highway 1048, Year Built: 1957, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 604 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.524, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 624608460702901, Location: 1.2 M SE OF LA 1047 (Lat: 30.787369, Lng: -90.570000), Route carried "on" structure: State highway 1048, Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 604 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 624608460702901, Location: 1.2 M SE OF LA 1047 (Lat: 30.787369, Lng: -90.570000), Route carried "on" structure: State highway 1048, Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 604 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 625300000108167, Location: 1.7 MILES SOUTHEAST OF LA (Lat: 30.768311, Lng: -90.552150), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 320 (year 2019), Average Future Daily Traffic: 352 (year 2039), Design Load: HS 20, Features Intersected: NATALBANY CREEK, Facility Carried by Structure: Bennett 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: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 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: 36.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 625300000108167, Location: 1.7 MILES SOUTHEAST OF LA (Lat: 30.768311, Lng: -90.552150), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 320 (year 2019), Average Future Daily Traffic: 352 (year 2039), Design Load: HS 20, Features Intersected: NATALBANY CREEK, Facility Carried by Structure: Bennett 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: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 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: 36.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 625300000108168, Location: 2.0 MILES SOUTHWEST OF JC (Lat: 30.757250, Lng: -90.514450), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2019), Average Future Daily Traffic: 385 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Roseland Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to 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: 625300000108168, Location: 2.0 MILES SOUTHWEST OF JC (Lat: 30.757250, Lng: -90.514450), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2019), Average Future Daily Traffic: 385 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: Roseland Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to 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: 625300170508781, Location: 0.2 M S OF LA 10 (Lat: 30.773100, Lng: -90.509900), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,390 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Good, Culverts: Good, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625300170508781, Location: 0.2 M S OF LA 10 (Lat: 30.773100, Lng: -90.509900), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 5,390 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Good, Culverts: Good, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625300170509321, Location: 0.1 M N OF LA 1048 (Lat: 30.780839, Lng: -90.510000), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,380 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.787, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625300170509321, Location: 0.1 M N OF LA 1048 (Lat: 30.780839, Lng: -90.510000), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,380 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.787, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625300170509611, Location: 0.3 M N OF LA 1048 (Lat: 30.784919, Lng: -90.510100), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,380 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.239, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.1 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 625300170509611, Location: 0.3 M N OF LA 1048 (Lat: 30.784919, Lng: -90.510100), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,380 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.239, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.1 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 625300170510631, Location: 1.42 MI. N OF LA 1048 (Lat: 30.799531, Lng: -90.510400), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,380 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.859, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625300170510631, Location: 1.42 MI. N OF LA 1048 (Lat: 30.799531, Lng: -90.510400), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,380 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.859, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625300170511961, Location: 0.4 M S OF LA 10 (Lat: 30.818611, Lng: -90.510700), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,890 (year 2036), Design Load: H 15, Features Intersected: AARON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.976, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: 625300170511961, Location: 0.4 M S OF LA 10 (Lat: 30.818611, Lng: -90.510700), Route carried "on" structure: US 51, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,890 (year 2036), Design Load: H 15, Features Intersected: AARON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.976, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
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: 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: 625302770100561, Location: 0.5 M E OF US 51 (Lat: 30.777161, Lng: -90.500600), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.896, 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: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
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: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302770100561, Location: 0.5 M E OF US 51 (Lat: 30.777161, Lng: -90.500600), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.896, 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: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
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: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302770100681, Location: 0.7 Miles East of US 51 (Lat: 30.777419, Lng: -90.498500), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: TANGIPAHOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302770100681, Location: 0.7 Miles East of US 51 (Lat: 30.777419, Lng: -90.498500), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: TANGIPAHOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302770100821, Location: 0.7 M E OF US 51 (Lat: 30.777739, Lng: -90.496100), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.329, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302770100821, Location: 0.7 M E OF US 51 (Lat: 30.777739, Lng: -90.496100), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.329, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625302770103931, Location: .5 MI WEST OF LA 1054 (Lat: 30.795650, Lng: -90.452700), Route carried "on" structure: State highway 100, Year Built: 2006, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: LA0010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 19, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625302770103931, Location: .5 MI WEST OF LA 1054 (Lat: 30.795650, Lng: -90.452700), Route carried "on" structure: State highway 100, Year Built: 2006, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,010 (year 2036), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: LA0010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 19, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529035001, Location: I0055 (Lat: 30.762719, Lng: -90.533300), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,870 (year 2015), Average Future Daily Traffic: 1,309 (year 2036), Design Load: HS 20, Features Intersected: I-55, Facility Carried by Structure: HOUEYE Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.359, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 8.6m (28.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529035001, Location: I0055 (Lat: 30.762719, Lng: -90.533300), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,870 (year 2015), Average Future Daily Traffic: 1,309 (year 2036), Design Load: HS 20, Features Intersected: I-55, Facility Carried by Structure: HOUEYE Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.359, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 8.6m (28.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529036251, Location: I0055 (Lat: 30.780850, Lng: -90.532800), Route carried "on" structure: Interstate 55, Year Built: 1967, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,980 (year 2036), Design Load: HS 20, Features Intersected: I-55 OVER LA 1048
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.374, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), 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: 78.9 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529036251, Location: I0055 (Lat: 30.780850, Lng: -90.532800), Route carried "on" structure: Interstate 55, Year Built: 1967, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,980 (year 2036), Design Load: HS 20, Features Intersected: I-55 OVER LA 1048
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.374, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 452-90-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), 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: 78.9 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625304529036252, Location: I0055 (Lat: 30.781331, Lng: -90.533100), Route carried "on" structure: Interstate 55, Year Built: 1967, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,980 (year 2036), Design Load: HS 20, Features Intersected: I-55 OVER LA 1048
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.583, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), 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: 78.9 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625304529036252, Location: I0055 (Lat: 30.781331, Lng: -90.533100), Route carried "on" structure: Interstate 55, Year Built: 1967, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 10,400 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 7,980 (year 2036), Design Load: HS 20, Features Intersected: I-55 OVER LA 1048
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.583, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 452-90-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), 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: 78.9 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308532002601, Location: 2.3 M NE OF LA 16 (Lat: 30.758039, Lng: -90.453400), Route carried "on" structure: State highway 1054, Year Built: 1955, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,350 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 868 (year 2036), Design Load: H 15, Features Intersected: BUNCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, 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: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308532002601, Location: 2.3 M NE OF LA 16 (Lat: 30.758039, Lng: -90.453400), Route carried "on" structure: State highway 1054, Year Built: 1955, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,350 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 868 (year 2036), Design Load: H 15, Features Intersected: BUNCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, 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: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625308533701421, Location: LA1048 (Lat: 30.783650, Lng: -90.543500), Route carried "on" structure: State highway 1048, Year Built: 1967, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 371 (year 2036), Design Load: H 15, Features Intersected: NATALBANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 625308533701421, Location: LA1048 (Lat: 30.783650, Lng: -90.543500), Route carried "on" structure: State highway 1048, Year Built: 1967, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 371 (year 2036), Design Load: H 15, Features Intersected: NATALBANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 625330454903161, Location: 2.6 MI SW OF JCT 51 (Lat: 30.755361, Lng: -90.525661), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 14 (year 2019), Average Future Daily Traffic: 16 (year 2039), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Soloman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 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: July 2021, Other Special Inspection Date: July 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: Other
Structure Number: 625330454903161, Location: 2.6 MI SW OF JCT 51 (Lat: 30.755361, Lng: -90.525661), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 14 (year 2019), Average Future Daily Traffic: 16 (year 2039), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: Soloman Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 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: July 2021, Other Special Inspection Date: July 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: Other
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Structure Number: 625304529035001, Location: 1.2 MI S OF LA 1048 (Lat: 30.762750, Lng: -90.533069), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 18,700 (year 2014), Features Intersected: I-55 SB UNDER HOUEYE RD.
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 26.643, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625304529035001, Location: 1.2 MI S OF LA 1048 (Lat: 30.762750, Lng: -90.533069), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 18,700 (year 2014), Features Intersected: I-55 SB UNDER HOUEYE RD.
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 26.643, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625304529035001, Location: 1.2 MI S OF LA 1048 (Lat: 30.762661, Lng: -90.532789), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 18,700 (year 2014), Features Intersected: I-55 NB UNDER HOUEYE RD.
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 56.358, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625304529035001, Location: 1.2 MI S OF LA 1048 (Lat: 30.762661, Lng: -90.532789), Route carried "under" structure: Interstate 55, Structure Length: 0. m, Average Daily Traffic: 18,700 (year 2014), Features Intersected: I-55 NB UNDER HOUEYE RD.
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 56.358, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625304529036251, Location: 1.3 MI W OF US 51 (Lat: 30.781011, Lng: -90.532900), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 EB UNDER I-55 NB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 3.372, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625304529036251, Location: 1.3 MI W OF US 51 (Lat: 30.781011, Lng: -90.532900), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 EB UNDER I-55 NB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 3.372, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 625304529036251, Location: 1.3 MI W OF US 51 (Lat: 30.781150, Lng: -90.532800), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 WB UNDER I-55 NB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 2.202, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625304529036251, Location: 1.3 MI W OF US 51 (Lat: 30.781150, Lng: -90.532800), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 WB UNDER I-55 NB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 2.202, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625304529036252, Location: 1.3 MI W OF US 51 (Lat: 30.781011, Lng: -90.533169), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 EB UNDER I-55 SB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 3.346, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 625304529036252, Location: 1.3 MI W OF US 51 (Lat: 30.781011, Lng: -90.533169), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 EB UNDER I-55 SB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 3.346, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 625304529036252, Location: 1.3 MI W OF US 51 (Lat: 30.781150, Lng: -90.533069), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 WB UNDER I-55 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 2.229, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 625304529036252, Location: 1.3 MI W OF US 51 (Lat: 30.781150, Lng: -90.533069), Route carried "under" structure: State highway 1048, Structure Length: 0. m, Average Daily Traffic: 530 (year 2016), Features Intersected: LA 1048 WB UNDER I-55 SB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 2.229, Lanes on structure: 3, Length of Maximum Span: 0.0m