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

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Structure Number: 22604300104581,  Location: 2.5 MI EAST OF LA 3152 (Lat: 29.969239,  Lng: -90.135000),  Route carried "on" structure: State highway 3139,  Year Built: 1982,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 37,914 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,760 (year 2036),  Design Load: HS 20,  Features Intersected: PARISH LINE OVERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.018,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 430-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22604300104671,  Location: 2.6 MI EAST OF LA 3152 (Lat: 29.969211,  Lng: -90.133700),  Route carried "on" structure: State highway 3139,  Year Built: 1982,  Status: Open,  Structure Length: 65.96m (216.40ft),  Average Daily Traffic: 37,914 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 33,456 (year 2036),  Design Load: HS 20,  Features Intersected: ST., R/R
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 7.144,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 430-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22604300104672,  Location: 2.6 MI EAST OF LA 3152 (Lat: 29.966900,  Lng: -90.127569),  Route carried "on" structure: State highway 3139,  Year Built: 1982,  Status: Open,  Structure Length: 66.84m (219.29ft),  Average Daily Traffic: 37,914 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 33,456 (year 2036),  Design Load: HS 20,  Features Intersected: STS., R/R
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.201,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 430-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22604501500141,  Location: .9 MI EAST OF I-310 (Lat: 30.006881,  Lng: -90.274689),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 64,100 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 107,440 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL NO. 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.472,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501503305,  Location: 1.24 MI EAST OF LA 49 (Lat: 30.009461,  Lng: -90.222100),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 51.39m (168.60ft),  Average Daily Traffic: 14,140 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,004 (year 2036),  Design Load: HS 20,  Features Intersected: I-10, POWER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.203,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 15,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22604501503341,  Location: 1.28 MI EAST OF LA 49 (Lat: 30.009469,  Lng: -90.221800),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 32.00m (104.99ft),  Average Daily Traffic: 42,360 (year 2015),  Average Future Daily Traffic: 72,012 (year 2036),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: DAVID DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.372,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 8,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.07m (105.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,735,000,  Total Project Cost: $4,102,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501503362,  Location: 1.3 MI EAST OF LA 49 (Lat: 30.006700,  Lng: -90.221000),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 32.00m (104.99ft),  Average Daily Traffic: 42,360 (year 2015),  Average Future Daily Traffic: 72,012 (year 2036),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: DAVID DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.401,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 8,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.07m (105.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,735,000,  Total Project Cost: $4,102,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501503821,  Location: 1.8 MI EAST OF LA 49 (Lat: 30.007439,  Lng: -90.213600),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 79.86m (262.01ft),  Average Daily Traffic: 65,250 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 144,024 (year 2036),  Design Load: HS 20,  Features Intersected: VET MEM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.392,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Number Of Approach Spans: 34,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 16.5 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: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 79.86m (262.01ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $6,812,000,  Total Project Cost: $10,218,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501503912,  Location: 1.9 MI EAST OF LA 49 (Lat: 30.004169,  Lng: -90.206400),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 68.88m (225.98ft),  Average Daily Traffic: 65,250 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 144,024 (year 2036),  Design Load: HS 20,  Features Intersected: VET MEM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.100,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-15-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Number Of Approach Spans: 25,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.88m (225.98ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $5,876,000,  Total Project Cost: $8,814,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501503956,  Location: 1.9 MI EAST OF LA 49 (Lat: 30.006511,  Lng: -90.209700),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 14,140 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,004 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL NO 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.375,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 8,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501504157,  Location: 2.1 MI EAST OF LA 49 (Lat: 30.005211,  Lng: -90.208900),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 14,140 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,004 (year 2036),  Design Load: HS 20,  Features Intersected: VET MEM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.077,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505032,  Location: 3.0 MI EAST OF LA 49 (Lat: 29.999561,  Lng: -90.190500),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 48.77m (160.01ft),  Average Daily Traffic: 82,050 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 162,384 (year 2036),  Design Load: HS 20,  Features Intersected: TRANSCONTINENTAL BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.445,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 450-15-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Number Of Approach Spans: 20,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505051,  Location: 3.0 MI EAST OF LA 49 (Lat: 29.999619,  Lng: -90.195500),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 48.77m (160.01ft),  Average Daily Traffic: 82,050 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 162,384 (year 2036),  Design Load: HS 20,  Features Intersected: TRANSCONTINENTAL BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.369,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Number Of Approach Spans: 20,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505711,  Location: 3.7 MI EAST OF LA 49 (Lat: 29.997181,  Lng: -90.183781),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 42.73m (140.19ft),  Average Daily Traffic: 21,750 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,370 (year 2036),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: LA3152
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.272,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 826-03-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 18,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 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: 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: 42.73m (140.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,645,000,  Total Project Cost: $5,467,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505715,  Location: 3.7 MI EAST OF LA 49 (Lat: 29.997811,  Lng: -90.184200),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 16,410 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 27,064 (year 2036),  Design Load: HS 20,  Features Intersected: ON RP TO I10EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.101,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505718,  Location: 3.7 MI EAST OF LA 49 (Lat: 30.000661,  Lng: -90.184900),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 16,410 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 27,064 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RP FROM I 10 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.346,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505732,  Location: 3.7 MI EAST OF LA 49 (Lat: 30.000931,  Lng: -90.184781),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 42.73m (140.19ft),  Average Daily Traffic: 21,750 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,370 (year 2036),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: LA3152
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.272,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 826-03-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 18,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.73m (140.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,645,000,  Total Project Cost: $5,467,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505736,  Location: 3.7 MI EAST OF LA 49 (Lat: 30.000319,  Lng: -90.184300),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 16,410 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 27,064 (year 2036),  Design Load: HS 20,  Features Intersected: ON RP TO I 10 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501505737,  Location: 3.7 MI EAST OF LA 49 (Lat: 29.997489,  Lng: -90.183300),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 16,410 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 27,064 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RP FROM I 10 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.267,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501506094,  Location: 4.0 MI EAST OF LA 49 (Lat: 29.998950,  Lng: -90.177100),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 10,010 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,017 (year 2036),  Design Load: HS 20,  Features Intersected: SUBURBAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.372,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501506101,  Location: 4.1 MI EAST OF LA 49 (Lat: 29.998511,  Lng: -90.177300),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 50,050 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 102,102 (year 2036),  Design Load: HS 20,  Features Intersected: SUBURBAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.129,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501506102,  Location: 4.1 MI EAST OF LA 49 (Lat: 29.998689,  Lng: -90.177000),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 50,050 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 102,102 (year 2036),  Design Load: HS 20,  Features Intersected: SUBURBAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.140,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 450-15-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $456,000,  Total Project Cost: $684,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501506103,  Location: 4.1 MI EAST OF LA 49 (Lat: 29.998250,  Lng: -90.177300),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 10,010 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,017 (year 2036),  Design Load: HS 20,  Features Intersected: SUBURBAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501506451,  Location: 4.4 MI EAST OF LA 49 (Lat: 29.996489,  Lng: -90.171700),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 38.89m (127.59ft),  Average Daily Traffic: 50,050 (year 2015),  Average Future Daily Traffic: 85,085 (year 2036),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: CLEARY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.404,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 450-15-1,  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: 16,  Number Of Approach Spans: 21,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501507441,  Location: 5.4 MI EAST OF LA 49 (Lat: 29.999261,  Lng: -90.155461),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 39.62m (129.99ft),  Average Daily Traffic: 30,030 (year 2015),  Average Future Daily Traffic: 51,051 (year 2036),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: N CAUSEWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.977,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 20,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 39.62m (129.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,380,000,  Total Project Cost: $5,070,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501507448,  Location: 5.4 MI EAST OF LA 49 (Lat: 29.998581,  Lng: -90.155600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 10,010 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 17,017 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RP FROM I 10 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501507452,  Location: 5.4 MI EAST OF LA 49 (Lat: 29.995681,  Lng: -90.155461),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 39.62m (129.99ft),  Average Daily Traffic: 30,030 (year 2015),  Average Future Daily Traffic: 51,051 (year 2036),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: N CAUSEWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.996,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 20,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 39.62m (129.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,380,000,  Total Project Cost: $5,070,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501507457,  Location: 5.4 MI EAST OF LA 49 (Lat: 29.995831,  Lng: -90.154900),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 10,010 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 17,017 (year 2036),  Design Load: HS 20,  Features Intersected: OFF RP FROM I-10 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.341,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501508011,  Location: 6.0 MI EAST OF LA 49 (Lat: 29.997000,  Lng: -90.146200),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 50.44m (165.49ft),  Average Daily Traffic: 76,700 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 154,326 (year 2036),  Design Load: HS 20,  Features Intersected: BONNABEL BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.135,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Number Of Approach Spans: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501508012,  Location: 6.0 MI EAST OF LA 49 (Lat: 29.996989,  Lng: -90.140700),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 50.44m (165.49ft),  Average Daily Traffic: 76,700 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 154,326 (year 2036),  Design Load: HS 20,  Features Intersected: BONNABEL BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.629,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-15-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Number Of Approach Spans: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501508671,  Location: 6.6 MI EAST OF LA 49 (Lat: 29.996539,  Lng: -90.135200),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 48.04m (157.61ft),  Average Daily Traffic: 109,950 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 217,158 (year 2036),  Design Load: HS 20,  Features Intersected: OAKLAWN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.196,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 450-15-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Number Of Approach Spans: 19,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501508672,  Location: 6.6 MI EAST OF LA 49 (Lat: 29.996531,  Lng: -90.130000),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 48.04m (157.61ft),  Average Daily Traffic: 109,950 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 217,158 (year 2036),  Design Load: HS 20,  Features Intersected: OAKLAWN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.594,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-15-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Number Of Approach Spans: 19,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22604501508744,  Location: 6.7 MI EAST OF LA 49 (Lat: 29.996939,  Lng: -90.133800),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 21,990 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 36,193 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL NO. 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.943,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22604501508794,  Location: 6.7 MI EAST OF LA 49 (Lat: 29.996689,  Lng: -90.133000),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 21,290 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,193 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL NO. 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.858,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22604501508823,  Location: 6.8 MI EAST OF LA 49 (Lat: 29.996169,  Lng: -90.132600),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 21,990 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 36,193 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL NO. 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.433,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22608264500291,  Location: LA3155 (Lat: 29.977711,  Lng: -90.213200),  Route carried "on" structure: State highway 3135,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,500 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,280 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE FARMS DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.523,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $119,000,  Total Project Cost: $178,000 ( Estimate for 2016)

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Structure Number: 22630000900742,  Location: .2 MI E. OF LAKE AVENUE (Lat: 30.000050,  Lng: -90.122889),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 7.10m (23.29ft),  Design Load: HS 20,  Features Intersected: 17TH STREET CANAL,  Facility Carried by Structure: VETERANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23600000020399,  Location: 2 MILES NORTH OF GULF OUT (Lat: 30.025011,  Lng: -89.941950),  Route carried "on" structure: ServiceInterstate 510,  Year Built: 1993,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,920 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,845 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.379,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $263,000,  Total Project Cost: $394,000 ( Estimate for 2016)

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Structure Number: 23600000020427,  Location: 1.0 MILES SOUTH OF US 90B (Lat: 29.930250,  Lng: -90.034700),  Route carried "on" structure: State highway 428,  Year Built: 1987,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 32,600 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 106,420 (year 2036),  Design Load: HS 20,  Features Intersected: ALGIERS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 14,  Base Highway Network: Yes (Inventory Route: 410-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 304.8m (1,000.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $268,000,  Total Project Cost: $402,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2360000002043,  Location: .5 MILES SOUTH I-10 (Lat: 30.033961,  Lng: -89.981969),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Design Load: HS 20,  Features Intersected: CITRUS CANAL,  Facility Carried by Structure: Plaza Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 30 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: 7.7m (25.3ft),  Out-to-Out Width: 24.8m (81.4ft)

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