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

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Structure Number: 71000000000022,  Location: 4.0 MI W OF LA 109 (Lat: 30.130661,  Lng: -93.694200),  Route carried "on" structure: Interstate 10,  Year Built: 2002,  Status: Open,  Structure Length: 152.61m (500.69ft),  Average Daily Traffic: 28,300 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 31,130 (year 2018),  Design Load: HS 20,  Features Intersected: I-10 SERV RDS,B.,SAB R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 450-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 69.8m (229.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 36,  Length of Maximum Span: 87.8m (288.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior 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: March 2020,  Deck Structure Type: Other

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Structure Number: 71000000000087,  Location: 0.62 MI E OF LA 395 (Lat: 30.197881,  Lng: -93.118700),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 495 (year 2017),  Average Future Daily Traffic: 545 (year 2028),  Design Load: Greater than HL93,  Features Intersected: BAYOU,  Facility Carried by Structure: JOE SPEARS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.9 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: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000000070002,  Location: 0.7 MILES EAST OF LA 1138 (Lat: 30.183631,  Lng: -93.237919),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 11,776 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,778 (year 2036),  Design Load: HL 93,  Features Intersected: CONTRABAND BAYOU,  Facility Carried by Structure: W. SALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000000070003,  Location: 1.0 MILES SOUTH OF I-210 (Lat: 30.182289,  Lng: -93.232411),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 19,793 (year 2019),  Average Future Daily Traffic: 21,772 (year 2039),  Design Load: HS 20,  Features Intersected: CONTRABAND BAYOU,  Facility Carried by Structure: LAKE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7100000007011,  Location: 0.61 MILES SOUTH OF US 90 (Lat: 30.210511,  Lng: -93.080311),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 205 (year 2017),  Average Future Daily Traffic: 109 (year 2036),  Design Load: HS 20,  Features Intersected: WEST FORK ENGLISH BAYOU,  Facility Carried by Structure: BOYS VILLAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 30 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 71000000070205,  Location: 2.05 MILES NORTH OF THE C (Lat: 30.077131,  Lng: -93.286600),  Route carried "on" structure: State highway 384,  Year Built: 2006,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,610 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,260 (year 2036),  Design Load: HS 20,  Features Intersected: BLACK BAYOU CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.199,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000000070213,  Location: 0.9 MILES SOUTH OF I-10 O (Lat: 30.222739,  Lng: -93.218500),  Route carried "on" structure: State highway 385,  Year Built: 2011,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,640 (year 2036),  Design Load: HS 20,  Features Intersected: COULEE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.176,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 25.0m (82.0ft)

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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000000070217,  Location: 0.96 MI. EAST OF LA 14 (Lat: 30.176431,  Lng: -93.168569),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,569 (year 2019),  Average Future Daily Traffic: 3,926 (year 2039),  Design Load: HS 20,  Features Intersected: KAYOUCHE COULEE,  Facility Carried by Structure: E. MCNEESE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 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: 39.2 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: Better than 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000000070233,  Location: 0.98 MILES WEST OF LA 113 (Lat: 30.195911,  Lng: -93.266319),  Route carried "on" structure: Interstate 210,  Year Built: 2015,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 49,200 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 25,380 (year 2036),  Design Load: HS 20,  Features Intersected: COVE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.230,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 450-30-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 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: 52.5 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: Superior to present desirable criteria,  Underclear: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000000070234,  Location: 0.05 MILES NORTH OF I-210 (Lat: 30.196319,  Lng: -93.266200),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 2015,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,690 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,538 (year 2036),  Design Load: HS 20,  Features Intersected: CLINE CANAL
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.3 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000000070235,  Location: 0.05 MILES NORTH OF I-210 (Lat: 30.196311,  Lng: -93.265969),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 2015,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,690 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,538 (year 2036),  Design Load: HS 20,  Features Intersected: CLINE CANAL
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.3 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000000070258,  Location: 0.2 MI N OF LA 3186 (Lat: 30.179919,  Lng: -93.188489),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,508 (year 2021),  Average Future Daily Traffic: 2,759 (year 2041),  Design Load: Greater than HL93,  Features Intersected: 5TH AVE DRAIN,  Facility Carried by Structure: 5TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.484,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  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: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 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: 46.0 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000000071003,  Location: 0.3 MI N OF LA 14 (Lat: 30.162089,  Lng: -93.162281),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,510 (year 2020),  Average Future Daily Traffic: 1,661 (year 2040),  Design Load: HS 20,  Features Intersected: KAYOUCHE COULEE,  Facility Carried by Structure: CORBINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 71000000071004,  Location: 1.3 MI N LA 14 (Lat: 30.175789,  Lng: -93.158750),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,510 (year 2020),  Average Future Daily Traffic: 1,661 (year 2040),  Design Load: HS 20,  Features Intersected: CALCASIEU RIVER,  Facility Carried by Structure: CORBINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 71000000071005,  Location: 2.5 MI N OF LA 14 (Lat: 30.188011,  Lng: -93.158861),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,525 (year 2020),  Average Future Daily Traffic: 1,677 (year 2040),  Design Load: HL 93,  Features Intersected: DRAIN,  Facility Carried by Structure: CORBINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 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: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.5 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: 41.5 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000000500001,  Location: 0.58 MI. EAST OF LA 397 (Lat: 30.217961,  Lng: -93.119281),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,708 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 610 (year 2036),  Design Load: HS 20,  Features Intersected: WEST FORK ENGLISH BAYOU,  Facility Carried by Structure: MCCOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 30 degrees,  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: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 39.2 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: Better than 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000000500003,  Location: 2.54 MI. EAST OF LA 397 (Lat: 30.218000,  Lng: -93.086439),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,135 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 416 (year 2036),  Design Load: HS 20,  Features Intersected: WEST FORK ENGLISH BAYOU,  Facility Carried by Structure: MCCOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 30 degrees,  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: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 39.2 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: Better than 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000000500046,  Location: 0.3 MI N of I-10 (Lat: 30.248361,  Lng: -93.129500),  Route carried "on" structure: County highway 397,  Year Built: 1963,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 7,700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,470 (year 2036),  Design Load: HS 20,  Features Intersected: ENGLISH BAYOU N. OF I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.7 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000000500285,  Location: 0.04 MILES WEST ON STANLE (Lat: 30.171219,  Lng: -93.238150),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10 (year 2019),  Average Future Daily Traffic: 59 (year 2036),  Design Load: H 20,  Features Intersected: CREEK,  Facility Carried by Structure: STANLEY 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),  Skew: 30 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 71000000500286,  Location: 0.15 MILES WEST OF COUNTR (Lat: 30.171211,  Lng: -93.239919),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6 (year 2019),  Average Future Daily Traffic: 59 (year 2036),  Design Load: H 20,  Features Intersected: CREEK,  Facility Carried by Structure: STANLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 30 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 71000030405051,  Location: 1.9 MI E. of LA 108 (Lat: 30.237119,  Lng: -93.293400),  Route carried "on" structure: US 90,  Year Built: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,440 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.087,  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: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 71000030405781,  Location: US 90 OVER I-10 (Lat: 30.237181,  Lng: -93.281300),  Route carried "on" structure: US 90,  Year Built: 1960,  Status: Open,  Structure Length: 35.72m (117.19ft),  Average Daily Traffic: 5,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,460 (year 2036),  Design Load: HS 20,  Features Intersected: I-10/RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.252,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 3-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 15,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 35.0 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: 26.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 35.72m (117.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Other Special Inspection Date: January 2019,  Bridge Improvement Cost: $3,047,000,  Total Project Cost: $4,570,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000030501001,  Location: .65 MI WEST OF I-210 (Lat: 30.234919,  Lng: -93.177000),  Route carried "on" structure: US 90,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,500 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU OSIER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Channel: Good,  Culverts: Fair,  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: 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,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $122,000,  Total Project Cost: $183,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000030501501,  Location: .15 MI WEST OF I-210 (Lat: 30.235500,  Lng: -93.168700),  Route carried "on" structure: US 90,  Year Built: 1958,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 9,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,120 (year 2036),  Design Load: HS 20,  Features Intersected: KAYOUCHE COULEE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.750,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3-05-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Underwater Inspection Date: December 2018,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000030503541,  Location: 1.8 MI EAST OF I-210 (Lat: 30.232669,  Lng: -93.135100),  Route carried "on" structure: US 90,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,940 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.003,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000030506041,  Location: 1.17 MI EAST OF LA 3256 (Lat: 30.232650,  Lng: -93.093900),  Route carried "on" structure: US 90,  Year Built: 1953,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 7,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2036),  Design Load: HS 20,  Features Intersected: ENGLISH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.975,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000240100191,  Location: .1 MI NORTH OF US 90 (Lat: 30.237389,  Lng: -93.180400),  Route carried "on" structure: US 171,  Year Built: 1994,  Status: Open,  Structure Length: 19.69m (64.60ft),  Average Daily Traffic: 10,800 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,880 (year 2036),  Design Load: HS 20,  Features Intersected: SO. PAC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.275,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71000240100192,  Location: .1 MI NORTH OF US 90 (Lat: 30.239231,  Lng: -93.180500),  Route carried "on" structure: US 171,  Year Built: 1972,  Status: Open,  Structure Length: 19.69m (64.60ft),  Average Daily Traffic: 10,800 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,236 (year 2036),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.343,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 71000240100781,  Location: US 171 OVER I-10 (Lat: 30.246100,  Lng: -93.180400),  Route carried "on" structure: US 171,  Year Built: 1963,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 9,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,120 (year 2036),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.241,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 24-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,050,000,  Total Project Cost: $1,575,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000240100782,  Location: US 171 OVER I-10 (Lat: 30.247069,  Lng: -93.180500),  Route carried "on" structure: US 171,  Year Built: 1963,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 9,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,120 (year 2036),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.471,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 24-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,050,000,  Total Project Cost: $1,575,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000240102601,  Location: 1.82 MI NORTH OF I-10 (Lat: 30.270631,  Lng: -93.182000),  Route carried "on" structure: US 171,  Year Built: 1969,  Status: Open,  Structure Length: 28.86m (94.69ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,980 (year 2036),  Design Load: HS 20,  Features Intersected: ENGLISH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.973,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.08m (95.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: Febuary 2019,  Bridge Improvement Cost: $2,480,000,  Total Project Cost: $3,720,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000240102602,  Location: 0.4 MI S of LA 3059 (Lat: 30.273219,  Lng: -93.182700),  Route carried "on" structure: US 171,  Year Built: 1969,  Status: Open,  Structure Length: 28.86m (94.69ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,500 (year 2036),  Design Load: HS 20,  Features Intersected: ENGLISH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24-01-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.08m (95.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: Febuary 2019,  Bridge Improvement Cost: $2,480,000,  Total Project Cost: $3,720,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71000240103501,  Location: 1.7 MI NORTH OF I-10 (Lat: 30.282969,  Lng: -93.186400),  Route carried "on" structure: US 171,  Year Built: 1969,  Status: Open,  Structure Length: 173.80m (570.21ft),  Average Daily Traffic: 30,400 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,980 (year 2036),  Design Load: HS 20,  Features Intersected: CALCASIEU RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.417,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 24-01-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 39.6m (129.9ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 77,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71001930606741,  Location: .9 MI NORTH OF I-210 (Lat: 30.211669,  Lng: -93.180100),  Route carried "on" structure: State highway 14,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 21,600 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,060 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.871,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 193-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71001930608011,  Location: .4 MI NORTH OF LA 1183-3 (Lat: 30.230031,  Lng: -93.180200),  Route carried "on" structure: State highway 14,  Year Built: 1962,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 21,600 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,060 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.905,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 193-06-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71001933102901,  Location: 2.9 MI NORTH OF LA 14 (Lat: 30.201589,  Lng: -93.128900),  Route carried "on" structure: State highway 397,  Year Built: 1982,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 7,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,470 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.839,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71001933105711,  Location: 5.71 MI NORTH OF LA 14 (Lat: 30.244181,  Lng: -93.129400),  Route carried "on" structure: State highway 397,  Year Built: 1964,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 7,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,140 (year 2036),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.560,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71001950308051,  Location: .8 MI SOUTH OF LA 3186 (Lat: 30.169150,  Lng: -93.213900),  Route carried "on" structure: State highway 385,  Year Built: 1973,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,220 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.989,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 195-03-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71001950400131,  Location: .13 MI NORTH OF LA 384 (Lat: 30.177981,  Lng: -93.218600),  Route carried "on" structure: State highway 385,  Year Built: 1935,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,080 (year 2036),  Design Load: HS 20,  Features Intersected: CONTRABAND BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 195-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 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: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $212,000,  Total Project Cost: $318,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 71003820402351,  Location: 07103820402351 (Lat: 30.081850,  Lng: -93.286000),  Route carried "on" structure: State highway 384,  Year Built: 1979,  Status: Posted for load,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 7,100 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,900 (year 2036),  Design Load: HS 20,  Features Intersected: INTRACOASTAL WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.726,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 304.5m (999.0ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 23,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable 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: 20.06m (65.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $1,710,000,  Total Project Cost: $2,565,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels