Bridge Statistics for Monroe, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 170Number of bridges
- 2,920ft / 890mTotal length
- $53,619,000Total costs
- 2,302,109Total average daily traffic
- 216,112Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Monroe
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 41950-1959
- 601960-1969
- 171970-1979
- 131980-1989
- 81990-1999
- 62000-2009
- 102010-2019
- Bridge Condition - Deck
- 2.9%Very good
- 20.6%Good
- 63.7%Satisfactory
- 6.9%Fair
- 3.9%Poor
- 2.0%Serious
- 1.0%Failed
- Bridge Condition - Superstructure
- 2.9%Very good
- 29.4%Good
- 58.8%Satisfactory
- 6.9%Fair
- 2.0%Poor
- 1.0%Failed
- Bridge Condition - Substructure
- 5.9%Very good
- 30.4%Good
- 51.0%Satisfactory
- 4.9%Fair
- 4.9%Poor
- 2.0%Imminent failure
- 1.0%Failed
- Bridge Condition - Channel
- 10.0%Very good
- 8.9%Good
- 70.0%Satisfactory
- 1.1%Fair
- 8.9%Poor
- 1.1%Failed
- Bridge Condition - Culverts
- 10.0%Very good
- 35.0%Good
- 55.0%Satisfactory
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Structure Number: 53703260201591, Location: 1.59 MI NORTH OF US 80 (Lat: 32.547561, Lng: -91.990600), Route carried "on" structure: State highway 594, Year Built: 1981, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 2,880 (year 2036), Design Load: HS 20, Features Intersected: PATRICK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.536, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53703260201591, Location: 1.59 MI NORTH OF US 80 (Lat: 32.547561, Lng: -91.990600), Route carried "on" structure: State highway 594, Year Built: 1981, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,700 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 2,880 (year 2036), Design Load: HS 20, Features Intersected: PATRICK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.536, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53704510601491, Location: 1.4 MI WEST OF LA 151 (Lat: 32.521311, Lng: -92.389700), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 3,620 (year 2015), Average Future Daily Traffic: 2,172 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: PURDY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.408, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $876,000, Total Project Cost: $1,314,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510601491, Location: 1.4 MI WEST OF LA 151 (Lat: 32.521311, Lng: -92.389700), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 3,620 (year 2015), Average Future Daily Traffic: 2,172 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: PURDY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.408, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $876,000, Total Project Cost: $1,314,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510611901, Location: 1.0 MI EAST OF LA 546 (Lat: 32.510350, Lng: -92.213600), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 5,890 (year 2015), Average Future Daily Traffic: 3,534 (year 2036), Design Load: H 15, Features Intersected: I-20, Facility Carried by Structure: VANCIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.148, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: 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, Underclear: 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), Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $655,000, Total Project Cost: $982,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510611901, Location: 1.0 MI EAST OF LA 546 (Lat: 32.510350, Lng: -92.213600), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 5,890 (year 2015), Average Future Daily Traffic: 3,534 (year 2036), Design Load: H 15, Features Intersected: I-20, Facility Carried by Structure: VANCIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.148, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: 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, Underclear: 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), Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $655,000, Total Project Cost: $982,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510612541, Location: 1.6 MI EAST OF LA 546 (Lat: 32.510619, Lng: -92.202700), Route carried "on" structure: Interstate 20, Year Built: 1963, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 58,300 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 35,340 (year 2036), Design Load: HS 20, Features Intersected: STEEP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.181, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 60.4m (198.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $169,000, Total Project Cost: $253,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510612541, Location: 1.6 MI EAST OF LA 546 (Lat: 32.510619, Lng: -92.202700), Route carried "on" structure: Interstate 20, Year Built: 1963, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 58,300 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 35,340 (year 2036), Design Load: HS 20, Features Intersected: STEEP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.181, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 60.4m (198.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $169,000, Total Project Cost: $253,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510614171, Location: 4.2 MI EAST OF LA 546 (Lat: 32.510669, Lng: -92.174600), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,220 (year 2015), Average Future Daily Traffic: 3,732 (year 2036), Design Load: H 15, Features Intersected: I0020 & CONSTITUTION DR, Facility Carried by Structure: DOWNING PINES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.814, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $655,000, Total Project Cost: $982,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510614171, Location: 4.2 MI EAST OF LA 546 (Lat: 32.510669, Lng: -92.174600), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,220 (year 2015), Average Future Daily Traffic: 3,732 (year 2036), Design Load: H 15, Features Intersected: I0020 & CONSTITUTION DR, Facility Carried by Structure: DOWNING PINES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.814, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $655,000, Total Project Cost: $982,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510616311, Location: 1.0 MI EAST OF LA 617 (Lat: 32.498589, Lng: -92.142000), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 40,150 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 27,396 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.258, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: Monolithic Concrete
Structure Number: 53704510616311, Location: 1.0 MI EAST OF LA 617 (Lat: 32.498589, Lng: -92.142000), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 40,150 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 27,396 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.258, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: Monolithic Concrete
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Structure Number: 53704510616312, Location: 1.0 MI EAST OF LA 617 (Lat: 32.498611, Lng: -92.141400), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 40,150 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 27,396 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.806, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: Monolithic Concrete
Structure Number: 53704510616312, Location: 1.0 MI EAST OF LA 617 (Lat: 32.498611, Lng: -92.141400), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 40,150 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 27,396 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.806, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: Monolithic Concrete
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Structure Number: 53704510616314, Location: 1.0 MI EAST OF LA 617 (Lat: 32.500081, Lng: -92.141100), Route carried "on" structure: ServiceInterstate 20, Year Built: 1986, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,030 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 4,566 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU (FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $546,000, Total Project Cost: $819,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510616314, Location: 1.0 MI EAST OF LA 617 (Lat: 32.500081, Lng: -92.141100), Route carried "on" structure: ServiceInterstate 20, Year Built: 1986, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,030 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 4,566 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU (FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $546,000, Total Project Cost: $819,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510616316, Location: 1.0 MI EAST OF LA 617 (Lat: 32.498711, Lng: -92.141400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,030 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,566 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510616316, Location: 1.0 MI EAST OF LA 617 (Lat: 32.498711, Lng: -92.141400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,030 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,566 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510616317, Location: .1 MI EAST OF LA 34 (Lat: 32.498469, Lng: -92.142000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,030 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,566 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.834, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510616317, Location: .1 MI EAST OF LA 34 (Lat: 32.498469, Lng: -92.142000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,030 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,566 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.834, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510617747, Location: 1.4 MI EAST OF LA 34 (Lat: 32.496039, Lng: -92.116000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510617747, Location: 1.4 MI EAST OF LA 34 (Lat: 32.496039, Lng: -92.116000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510617886, Location: 1.5 MI EAST OF LA 34 (Lat: 32.497911, Lng: -92.114100), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 27.25m (89.40ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 27.55m (90.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,350,000, Total Project Cost: $3,525,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510617886, Location: 1.5 MI EAST OF LA 34 (Lat: 32.497911, Lng: -92.114100), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 27.25m (89.40ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 27.55m (90.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,350,000, Total Project Cost: $3,525,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510617947, Location: 1.6 MI EAST OF LA 34 (Lat: 32.496369, Lng: -92.114900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 20.88m (68.50ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510617947, Location: 1.6 MI EAST OF LA 34 (Lat: 32.496369, Lng: -92.114900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 20.88m (68.50ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510617986, Location: 1.6 MI EAST OF LA 34 (Lat: 32.497489, Lng: -92.113400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.42m (30.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $803,000, Total Project Cost: $1,204,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510617986, Location: 1.6 MI EAST OF LA 34 (Lat: 32.497489, Lng: -92.113400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.42m (30.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $803,000, Total Project Cost: $1,204,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510618067, Location: 1.7 MI EAST OF LA 34 (Lat: 32.497539, Lng: -92.112800), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.127, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.95m (42.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,105,000, Total Project Cost: $1,657,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510618067, Location: 1.7 MI EAST OF LA 34 (Lat: 32.497539, Lng: -92.112800), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 8,760 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.127, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.95m (42.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,105,000, Total Project Cost: $1,657,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510618096, Location: 1.7 MI EAST OF LA 34 (Lat: 32.499189, Lng: -92.111400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 18.90m (62.01ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510618096, Location: 1.7 MI EAST OF LA 34 (Lat: 32.499189, Lng: -92.111400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 18.90m (62.01ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510618228, Location: 1.9 MI EAST OF LA 34 (Lat: 32.499100, Lng: -92.110900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,320 (year 2036), Design Load: HS 20, Features Intersected: I-20;RAMP N4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510618228, Location: 1.9 MI EAST OF LA 34 (Lat: 32.499100, Lng: -92.110900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,320 (year 2036), Design Load: HS 20, Features Intersected: I-20;RAMP N4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510618365, Location: 2.0 MI EAST OF LA 34 (Lat: 32.499061, Lng: -92.110400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 22.62m (74.21ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,320 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510618365, Location: 2.0 MI EAST OF LA 34 (Lat: 32.499061, Lng: -92.110400), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 22.62m (74.21ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,320 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510618528, Location: 2.2 MI EAST OF LA 34 (Lat: 32.501169, Lng: -92.106500), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,320 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $972,000, Total Project Cost: $1,458,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510618528, Location: 2.2 MI EAST OF LA 34 (Lat: 32.501169, Lng: -92.106500), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,320 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP N5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $972,000, Total Project Cost: $1,458,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510618545, Location: 2.2 MI EAST OF LA 34 (Lat: 32.500181, Lng: -92.107300), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,134 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,300,000, Total Project Cost: $1,950,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510618545, Location: 2.2 MI EAST OF LA 34 (Lat: 32.500181, Lng: -92.107300), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 7,810 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,134 (year 2036), Design Load: HS 20, Features Intersected: I20;RAMP S5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,300,000, Total Project Cost: $1,950,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510619351, Location: .4 MI EAST OF LA 594 (Lat: 32.499761, Lng: -92.092800), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 40,300 (year 2015), Average Future Daily Traffic: 24,180 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: ORANGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.125, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,011,000, Total Project Cost: $1,516,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510619351, Location: .4 MI EAST OF LA 594 (Lat: 32.499761, Lng: -92.092800), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 40,300 (year 2015), Average Future Daily Traffic: 24,180 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: ORANGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.125, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,011,000, Total Project Cost: $1,516,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510619621, Location: .7 MI EAST OF LA 594 (Lat: 32.499581, Lng: -92.087700), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 42,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 29,016 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.585, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510619621, Location: .7 MI EAST OF LA 594 (Lat: 32.499581, Lng: -92.087700), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 42,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 29,016 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.585, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510619622, Location: .7 MI EAST OF LA 594 (Lat: 32.499789, Lng: -92.087200), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 42,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 29,016 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.487, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510619622, Location: .7 MI EAST OF LA 594 (Lat: 32.499789, Lng: -92.087200), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 42,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 29,016 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.487, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510619626, Location: .7 MI EAST OF LA 594 (Lat: 32.500039, Lng: -92.087200), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,540 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.587, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510619626, Location: .7 MI EAST OF LA 594 (Lat: 32.500039, Lng: -92.087200), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,540 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.587, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510619627, Location: .7 MI EAST OF LA 594 (Lat: 32.499311, Lng: -92.087700), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,540 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: YOUNG'S BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510619627, Location: .7 MI EAST OF LA 594 (Lat: 32.499311, Lng: -92.087700), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,540 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: YOUNG'S BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510619881, Location: I-20 OVER US 165 (Lat: 32.499250, Lng: -92.083300), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 33,600 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 26,640 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER US 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.999, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510619881, Location: I-20 OVER US 165 (Lat: 32.499250, Lng: -92.083300), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 33,600 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 26,640 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER US 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.999, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510619882, Location: I-20 OVER US 165 (Lat: 32.499431, Lng: -92.082600), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 42,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 29,016 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER US 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.051, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.31m (53.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,391,000, Total Project Cost: $2,086,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510619882, Location: I-20 OVER US 165 (Lat: 32.499431, Lng: -92.082600), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 42,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 29,016 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER US 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.051, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.31m (53.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,391,000, Total Project Cost: $2,086,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510619887, Location: I-20 RAMP OVER US 165 (Lat: 32.497289, Lng: -92.083569), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 8,540 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: US 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.462, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $512,000, Total Project Cost: $768,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510619887, Location: I-20 RAMP OVER US 165 (Lat: 32.497289, Lng: -92.083569), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 8,540 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,836 (year 2036), Design Load: HS 20, Features Intersected: US 165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.462, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $512,000, Total Project Cost: $768,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510620101, Location: .3 MI EAST OF US 165 (Lat: 32.498961, Lng: -92.079600), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 67,200 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 44,400 (year 2036), Design Load: HS 20, Features Intersected: E YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.354, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 67.7m (222.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510620101, Location: .3 MI EAST OF US 165 (Lat: 32.498961, Lng: -92.079600), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 67,200 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 44,400 (year 2036), Design Load: HS 20, Features Intersected: E YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.354, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 67.7m (222.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510620321, Location: .5 MI EAST OF US 165 (Lat: 32.498900, Lng: -92.075600), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 7,400 (year 2015), Average Future Daily Traffic: 4,440 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: NUTLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.728, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $733,000, Total Project Cost: $1,099,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510620321, Location: .5 MI EAST OF US 165 (Lat: 32.498900, Lng: -92.075600), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 7,400 (year 2015), Average Future Daily Traffic: 4,440 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: NUTLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.728, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $733,000, Total Project Cost: $1,099,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510620981, Location: 1.1 MI EAST OF US 165 (Lat: 32.496181, Lng: -92.065300), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 67,200 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 73,920 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.730, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 46.6m (152.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510620981, Location: 1.1 MI EAST OF US 165 (Lat: 32.496181, Lng: -92.065300), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 67,200 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 73,920 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.730, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 46.6m (152.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510621417, Location: 21.41 MI E LINCOLN PAR LN (Lat: 32.494289, Lng: -92.056900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1985, Status: Open, Structure Length: 19.05m (62.50ft), Average Daily Traffic: 6,720 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,440 (year 2036), Design Load: HS 20, Features Intersected: OVERPASS OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.406, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510621417, Location: 21.41 MI E LINCOLN PAR LN (Lat: 32.494289, Lng: -92.056900), Route carried "on" structure: Ramp Interstate 20, Year Built: 1985, Status: Open, Structure Length: 19.05m (62.50ft), Average Daily Traffic: 6,720 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 4,440 (year 2036), Design Load: HS 20, Features Intersected: OVERPASS OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.406, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510621581, Location: 1.7 MI EAST OF US 165 (Lat: 32.494811, Lng: -92.054500), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,950 (year 2015), Average Future Daily Traffic: 2,370 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: GARRETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.762, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $707,000, Total Project Cost: $1,060,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510621581, Location: 1.7 MI EAST OF US 165 (Lat: 32.494811, Lng: -92.054500), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,950 (year 2015), Average Future Daily Traffic: 2,370 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: GARRETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.762, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $707,000, Total Project Cost: $1,060,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510624861, Location: 5.0 MI EAST OF US 165 (Lat: 32.489619, Lng: -91.998900), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 20,900 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 14,220 (year 2036), Design Load: HS 20, Features Intersected: BENNETT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.020, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510624861, Location: 5.0 MI EAST OF US 165 (Lat: 32.489619, Lng: -91.998900), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 20,900 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 14,220 (year 2036), Design Load: HS 20, Features Intersected: BENNETT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.020, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510624862, Location: 5.5 MI EAST OF US 165 (Lat: 32.489831, Lng: -91.998500), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 20,900 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 14,220 (year 2036), Design Load: HS 20, Features Intersected: BENNETT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.064, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510624862, Location: 5.5 MI EAST OF US 165 (Lat: 32.489831, Lng: -91.998500), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 20,900 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 14,220 (year 2036), Design Load: HS 20, Features Intersected: BENNETT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.064, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510625321, Location: 5.5 MI EAST OF US 165 (Lat: 32.489031, Lng: -91.990900), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,950 (year 2015), Average Future Daily Traffic: 2,370 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: RUSSELL SAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.773, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $707,000, Total Project Cost: $1,060,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53704510625321, Location: 5.5 MI EAST OF US 165 (Lat: 32.489031, Lng: -91.990900), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 3,950 (year 2015), Average Future Daily Traffic: 2,370 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: RUSSELL SAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.773, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $707,000, Total Project Cost: $1,060,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53704510626901, Location: 7.1 MI EAST OF US 165 (Lat: 32.486639, Lng: -91.964000), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 36,400 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 19,680 (year 2036), Design Load: HS 20, Features Intersected: GOURD BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.314, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 47.2m (154.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510626901, Location: 7.1 MI EAST OF US 165 (Lat: 32.486639, Lng: -91.964000), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 36,400 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 19,680 (year 2036), Design Load: HS 20, Features Intersected: GOURD BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.314, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 47.2m (154.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53708370101391, Location: 1.39 MI EAST OF LA 151 (Lat: 32.555289, Lng: -92.352200), Route carried "on" structure: State highway 837, Year Built: 1984, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 732 (year 2036), Design Load: HS 20, Features Intersected: CHOUDRANT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53708370101391, Location: 1.39 MI EAST OF LA 151 (Lat: 32.555289, Lng: -92.352200), Route carried "on" structure: State highway 837, Year Built: 1984, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 732 (year 2036), Design Load: HS 20, Features Intersected: CHOUDRANT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53708370401671, Location: 1.67 MI NORTH OF US 80 (Lat: 32.534511, Lng: -92.108500), Route carried "on" structure: State highway 8406, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,200 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 11,700 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.675, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 837-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53708370401671, Location: 1.67 MI NORTH OF US 80 (Lat: 32.534511, Lng: -92.108500), Route carried "on" structure: State highway 8406, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,200 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 11,700 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.675, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 837-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53708370402671, Location: 2.67 MI NE of N 18TH ST (Lat: 32.543311, Lng: -92.094700), Route carried "on" structure: State highway 8406, Year Built: 1995, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 18,200 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 11,700 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DESIARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.302, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 837-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 22, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.33m (47.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $1,833,000, Total Project Cost: $2,749,000 ( Estimate for 2016), Deck Structure Type: Other
Structure Number: 53708370402671, Location: 2.67 MI NE of N 18TH ST (Lat: 32.543311, Lng: -92.094700), Route carried "on" structure: State highway 8406, Year Built: 1995, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 18,200 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 11,700 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DESIARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.302, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 837-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 22, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.33m (47.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $1,833,000, Total Project Cost: $2,749,000 ( Estimate for 2016), Deck Structure Type: Other