Bridge Statistics for Independence, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 623204150102641,  Location: 2.5 M E OF LA 43 (Lat: 30.643139,  Lng: -90.576700),  Route carried "on" structure: State highway 40,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,600 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,376 (year 2036),  Design Load: HS 20,  Features Intersected: L NATALBANY REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.258,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 623204150103031,  Location: 2.9 M E OF LA 43 (Lat: 30.643111,  Lng: -90.570100),  Route carried "on" structure: State highway 40,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,600 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,376 (year 2036),  Design Load: HS 20,  Features Intersected: L NATALBANY REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.886,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625300000620307,  Location: ON VITRANO ROAD 0.20 MILE (Lat: 30.617050,  Lng: -90.500050),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 145 (year 2020),  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: Vitrano Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: August 2021

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Structure Number: 625300000625304,  Location: 0.5 Mi. West of US 51 (Lat: 30.616039,  Lng: -90.504861),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 145 (year 2020),  Average Future Daily Traffic: 160 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Ponchatoula Creek,  Facility Carried by Structure: Vintrano Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.340,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.7 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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304150201671,  Location: 0.5 M W OF I-55 (Lat: 30.642939,  Lng: -90.539300),  Route carried "on" structure: State highway 40,  Year Built: 1971,  Status: Posted for load,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 5,600 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,180 (year 2036),  Design Load: HS 20,  Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.673,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.3 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: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $525,000,  Total Project Cost: $787,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625304150202481,  Location: LA0040 (Lat: 30.641211,  Lng: -90.526000),  Route carried "on" structure: State highway 40,  Year Built: 1970,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 5,600 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,180 (year 2036),  Design Load: HS 20,  Features Intersected: LA 40 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.965,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $733,000,  Total Project Cost: $1,099,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304150202781,  Location: 2.78 MI EAST OF PARISH LN (Lat: 30.640231,  Lng: -90.521200),  Route carried "on" structure: State highway 40,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,600 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,180 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.440,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304150203251,  Location: 0.73 MI. W OF US 51 (Lat: 30.637639,  Lng: -90.514400),  Route carried "on" structure: State highway 40,  Year Built: 1976,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,600 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,180 (year 2036),  Design Load: HS 20,  Features Intersected: PONCHATOULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.152,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 36 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: 7.3m (24.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $127,000,  Total Project Cost: $190,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304150301051,  Location: LA 40 LOG MILE 01.05 (Lat: 30.636850,  Lng: -90.484900),  Route carried "on" structure: State highway 40,  Year Built: 1982,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,520 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.679,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625304150301331,  Location: 1.3 Miles East of US 51 (Lat: 30.636931,  Lng: -90.480400),  Route carried "on" structure: State highway 40,  Year Built: 1965,  Status: Posted for load,  Structure Length: 18.59m (60.99ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,520 (year 2036),  Design Load: H 15,  Features Intersected: TANGIPAHOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 106.7m (350.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 19.32m (63.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $1,648,000,  Total Project Cost: $2,472,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304150302781,  Location: 0.7 M SE OF LA 1054 (Lat: 30.637439,  Lng: -90.462300),  Route carried "on" structure: State highway 40,  Year Built: 1981,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,520 (year 2036),  Design Load: HS 20,  Features Intersected: DAVIS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.451,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625304150303541,  Location: 2.8 M W OF LA 1062 (Lat: 30.635861,  Lng: -90.450200),  Route carried "on" structure: State highway 40,  Year Built: 1970,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,520 (year 2036),  Design Load: HS 20,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.686,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625304150303851,  Location: 2.6 M W OF LA 1062 (Lat: 30.635889,  Lng: -90.445400),  Route carried "on" structure: State highway 40,  Year Built: 1970,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,520 (year 2036),  Design Load: HS 20,  Features Intersected: SCOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.141,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625304529024061,  Location: 1.9 M N OF LA 442 (Lat: 30.606719,  Lng: -90.512600),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 3,610 (year 2015),  Average Future Daily Traffic: 2,527 (year 2036),  Design Load: HS 20,  Features Intersected: I-55,  Facility Carried by Structure: W BLACKCAT Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.748,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 452-90-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $681,000,  Total Project Cost: $1,021,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304529028881,  Location: I0055 (Lat: 30.673931,  Lng: -90.532500),  Route carried "on" structure: Interstate 55,  Year Built: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 12,650 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 11,004 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE NAT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.515,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 452-90-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 17 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $468,000,  Total Project Cost: $702,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304529028882,  Location: I0055 (Lat: 30.674289,  Lng: -90.532800),  Route carried "on" structure: Interstate 55,  Year Built: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 12,650 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 11,004 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE NAT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.455,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 452-90-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 17 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $468,000,  Total Project Cost: $702,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625308533403601,  Location: LA1063 (Lat: 30.603539,  Lng: -90.533900),  Route carried "on" structure: State highway 1063,  Year Built: 1962,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,190 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 833 (year 2036),  Design Load: HS 20,  Features Intersected: NATALBANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.729,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625308533405191,  Location: LA1063 (Lat: 30.622850,  Lng: -90.518900),  Route carried "on" structure: State highway 1063,  Year Built: 1970,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,190 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 833 (year 2036),  Design Load: HS 20,  Features Intersected: LA 1063 OVER I-55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.428,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $733,000,  Total Project Cost: $1,099,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625308533405661,  Location: 0.9 M W OF US 51 (Lat: 30.626281,  Lng: -90.514400),  Route carried "on" structure: State highway 1063,  Year Built: 1949,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,190 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 833 (year 2036),  Design Load: H 10,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.998,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625308533405821,  Location: 0.8 M W OF US 51 (Lat: 30.627619,  Lng: -90.512200),  Route carried "on" structure: State highway 1063,  Year Built: 1956,  Status: Posted for load,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,190 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 833 (year 2036),  Design Load: H 15,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.259,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330364902981,  Location: BLACK CAT ROAD (Lat: 30.606719,  Lng: -90.497339),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 873 (year 2020),  Average Future Daily Traffic: 961 (year 2040),  Design Load: HS 20,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: W. Black cat Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330371903021,  Location: 1.5 MI NW OF JCT 51 (Lat: 30.619939,  Lng: -90.501019),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 310 (year 2020),  Average Future Daily Traffic: 341 (year 2040),  Design Load: H 10,  Features Intersected: CREEK,  Facility Carried by Structure: Berry Bowl Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $109,000,  Total Project Cost: $163,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 625330371903061,  Location: .9MI.S.1063ONALESS.RD.NEW (Lat: 30.618711,  Lng: -90.508550),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 545 (year 2020),  Average Future Daily Traffic: 600 (year 2040),  Design Load: HS 20,  Features Intersected: PONCHATOULA CREEK,  Facility Carried by Structure: Danna Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625330372903201,  Location: 0.7 MI WEST OF LA 1063 (Lat: 30.621050,  Lng: -90.533869),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 200 (year 2016),  Average Future Daily Traffic: 140 (year 2036),  Design Load: HS 20,  Features Intersected: NATALBANY RIVER,  Facility Carried by Structure: E. Evans Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 625330390902781,  Location: 1 MI. NE OF JCT LA40&1054 (Lat: 30.650511,  Lng: -90.463531),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 500 (year 2016),  Average Future Daily Traffic: 350 (year 2036),  Design Load: HS 20,  Features Intersected: DAVIS BRANCH,  Facility Carried by Structure: E. Cooper Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 13.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $98,000,  Total Project Cost: $147,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 625304150202481,  Location: 5.9 MI S OF LA 16 (Lat: 30.641061,  Lng: -90.525411),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 26,200 (year 2014),  Features Intersected: I-55 NB UNDER LA 40
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 42.770,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304150202481,  Location: 5.9 MI S OF LA 16 (Lat: 30.641219,  Lng: -90.525769),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 26,200 (year 2014),  Features Intersected: I-55 SB UNDER LA 40
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 40.221,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304529024061,  Location: 2.1 MI N OF LA 442 (Lat: 30.606750,  Lng: -90.512419),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,100 (year 2014),  Features Intersected: I-55 SB UNDER W BLACKCAT
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 44.252,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625304529024061,  Location: 2.1 MI N OF LA 442 (Lat: 30.606661,  Lng: -90.512081),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,100 (year 2014),  Features Intersected: I-55 NB UNDER W. BLACKCA
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 38.745,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308533405191,  Location: 1.3 MI S OF LA 40 (Lat: 30.623011,  Lng: -90.518731),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,100 (year 2014),  Features Intersected: I-55 SB UNDER LA 1063
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 42.350,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 625308533405191,  Location: 1.3 MI S OF LA 40 (Lat: 30.623139,  Lng: -90.518481),  Route carried "under" structure: Interstate 55,  Structure Length: 0. m,  Average Daily Traffic: 36,100 (year 2014),  Features Intersected: I-55 NB UNDER LA 1063
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 40.675,  Lanes on structure: 2,  Length of Maximum Span: 0.0m