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

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Structure Number: 32300000030397,  Location: .97 MI S OF LA 674 (Lat: 29.919850,  Lng: -91.728589),  Route carried "under" structure: State highway 85,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2016),  Features Intersected: LA 85 SB UNDER US 90 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 6.888,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 32300000030397,  Location: .12 MI N OF 90 SER. RD. (Lat: 29.919839,  Lng: -91.728550),  Route carried "under" structure: State highway 85,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2016),  Features Intersected: LA 85 NB UNDER US 90 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.697,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 32300000030398,  Location: .98 MI S OF LA 674 (Lat: 29.919619,  Lng: -91.728811),  Route carried "under" structure: State highway 85,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2016),  Features Intersected: LA 85 SB UNDER US 90 EB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 32300000030398,  Location: .11 MI N OF 90 SER. RD (Lat: 29.919611,  Lng: -91.728669),  Route carried "under" structure: State highway 85,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2016),  Features Intersected: LA 85 NB UNDER US 90 EB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.678,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 32300000030495,  Location: .2 MI. S. OF LA 688 (Lat: 29.893369,  Lng: -91.682281),  Route carried "on" structure: ServiceUS 90,  Year Built: 2017,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,240 (year 2016),  Average Future Daily Traffic: 130 (year 2035),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.296,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 424-04-4,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 105.0m (344.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 32300040506771,  Location: 2.6 MI SOUTH OF LA 320 (Lat: 29.956431,  Lng: -91.720800),  Route carried "on" structure: State highway 182,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 13,800 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,280 (year 2036),  Design Load: H 15,  Features Intersected: SANDAGER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.674,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 26.80m (87.93ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Other Special Inspection Date: August 2016,  Bridge Improvement Cost: $228,000,  Total Project Cost: $342,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32302360206641,  Location: 1.1 MI WEST OF LA 182 (Lat: 29.914850,  Lng: -91.691900),  Route carried "on" structure: State highway 85,  Year Built: 1969,  Status: Open,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 3,500 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,100 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.743,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.25m (0.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $213,000,  Total Project Cost: $319,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32302410100161,  Location: .16 MI EAST OF LA 182 (Lat: 29.913961,  Lng: -91.662800),  Route carried "on" structure: State highway 671,  Year Built: 1944,  Status: Posted for load,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 1,030 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 618 (year 2036),  Design Load: H 15,  Features Intersected: BAYOU TECHE JEAN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.262,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Navigation Control: Yes ( Vertical Clearance: 34.0m (111.5ft), Horizontal Clearance: 152.0m (498.7ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 62.2m (204.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 98.80m (324.15ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Critical Feature Inspection Date: May 2017,  Underwater Inspection Date: April 2014,  Other Special Inspection Date: December 2016,  Bridge Improvement Cost: $842,000,  Total Project Cost: $1,263,000 ( Estimate for 2016),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32304240401371,  Location: .07 MI NORTH OF LA 88 (Lat: 30.054311,  Lng: -91.931000),  Route carried "on" structure: US 90,  Year Built: 1963,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 42,900 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 25,020 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.203,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 424-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 73.8m (242.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32304240420271,  Location: US 90 OVER LA 668 (Lat: 29.892261,  Lng: -91.685700),  Route carried "on" structure: US 90,  Year Built: 2003,  Status: Open,  Structure Length: 57.61m (189.01ft),  Average Daily Traffic: 11,200 (year 2016),  Average Future Daily Traffic: 13,140 (year 2036),  Design Load: HS 20,  Features Intersected: US 90 OVER LA 668
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 32.679,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 424-04-1,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 576.10m (1890.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $4,914,000,  Total Project Cost: $7,371,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32304240420271,  Location: .5 miles S of LA 671 (Lat: 29.891000,  Lng: -91.683031),  Route carried "under" structure: State highway 668,  Structure Length: 0. m,  Average Daily Traffic: 960 (year 2016),  Features Intersected: LA 668 SB under US 90 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.936,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32304240420271,  Location: .12 miles N of 90 S. rd. (Lat: 29.890831,  Lng: -91.682969),  Route carried "under" structure: State highway 668,  Structure Length: 0. m,  Average Daily Traffic: 960 (year 2016),  Features Intersected: LA 668 NB under US 90 EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.021,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32304240420272,  Location: US 90 OVER LA 668 (Lat: 29.889900,  Lng: -91.680400),  Route carried "on" structure: US 90,  Year Built: 2003,  Status: Open,  Structure Length: 57.61m (189.01ft),  Average Daily Traffic: 11,200 (year 2016),  Average Future Daily Traffic: 13,140 (year 2036),  Design Load: HS 20,  Features Intersected: US 90 OVER LA 668
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.597,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 424-04-2,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 576.10m (1890.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $4,914,000,  Total Project Cost: $7,371,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32304240420272,  Location: .5 miles S of LA 671 (Lat: 29.891211,  Lng: -91.682869),  Route carried "under" structure: State highway 668,  Structure Length: 0. m,  Average Daily Traffic: 960 (year 2016),  Features Intersected: LA 668 SB under US 90 WB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 2.907,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32304240420272,  Location: .14 miles N of 90 S. Rd. (Lat: 29.891031,  Lng: -91.682811),  Route carried "under" structure: State highway 668,  Structure Length: 0. m,  Average Daily Traffic: 960 (year 2016),  Features Intersected: LA 668 NB under US 90 WB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.048,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 32304240420403,  Location: .2 MI SOUTH OF LA 668 (Lat: 29.889969,  Lng: -91.685100),  Route carried "on" structure: ServiceUS 90,  Year Built: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,240 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,314 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.204,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $332,000,  Total Project Cost: $498,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32304240420406,  Location: .2 MI SOUTH OF LA 668 (Lat: 29.892019,  Lng: -91.683200),  Route carried "on" structure: Ramp US 90,  Year Built: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,240 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,314 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.085,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32304240420407,  Location: .2 MI SOUTH OF LA 668 (Lat: 29.890981,  Lng: -91.684400),  Route carried "on" structure: Ramp US 90,  Year Built: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,240 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,314 (year 2036),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.476,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32308232000171,  Location: .17 MI SOUTH OF LA 85 (Lat: 29.911789,  Lng: -91.733800),  Route carried "on" structure: State highway 673,  Year Built: 1987,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 580 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 366 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.277,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.2 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: 22.4 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: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Other Special Inspection Date: October 2016,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 32308232800551,  Location: .55 MI NORTH OF LA 671 (Lat: 29.902561,  Lng: -91.683900),  Route carried "on" structure: State highway 668,  Year Built: 1963,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,800 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,092 (year 2036),  Design Load: HS 20,  Features Intersected: DELAHOUSSAYE CNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32308234300081,  Location: .08 MI EAST OF LA 182 (Lat: 29.929869,  Lng: -91.680300),  Route carried "on" structure: State highway 3182,  Year Built: 1980,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2036),  Design Load: HS 20,  Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Navigation Control: Yes ( Vertical Clearance: 21.0m (68.9ft), Horizontal Clearance: 183.0m (600.4ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: March 2017,  Critical Feature Inspection Date: March 2017,  Underwater Inspection Date: April 2014,  Deck Structure Type: Open Grating

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Structure Number: 32329529914151,  Location: 0000 LOG MI FROM INT (Lat: 29.883369,  Lng: -91.690400),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 30 (year 1971),  Average Future Daily Traffic: 18 (year 2036),  Design Load: HS 20,  Features Intersected: DELAHOUSSAYE CANAL,  Facility Carried by Structure: Back Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 24.40m (80.05ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Underwater Inspection Date: March 2014,  Other Special Inspection Date: October 2015,  Bridge Improvement Cost: $145,000,  Total Project Cost: $217,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32329530914321,  Location: 0235 LOG MI FROM INT (Lat: 29.884450,  Lng: -91.720169),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 80 (year 1971),  Average Future Daily Traffic: 48 (year 2036),  Design Load: HS 20,  Features Intersected: PATOUT CANAL,  Facility Carried by Structure: Back Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2016,  Underwater Inspection Date: April 2014,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 32329535914291,  Location: 0223 LOG MI FROM INT (Lat: 29.891969,  Lng: -91.713981),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 230 (year 1971),  Average Future Daily Traffic: 138 (year 2036),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Eighty Arpent Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Other Special Inspection Date: August 2016,  Bridge Improvement Cost: $107,000,  Total Project Cost: $160,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32329535914321,  Location: 0178 LOG MI FROM INT (Lat: 29.891900,  Lng: -91.721581),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 240 (year 1973),  Average Future Daily Traffic: 144 (year 2036),  Design Load: HS 20,  Features Intersected: PATOUT CANAL,  Facility Carried by Structure: Eighty Arpent Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Underwater Inspection Date: April 2014,  Other Special Inspection Date: August 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32329539914101,  Location: 0047 LOG MI FROM INT (Lat: 29.899031,  Lng: -91.682350),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 90 (year 1971),  Average Future Daily Traffic: 54 (year 2036),  Design Load: H 15,  Features Intersected: DELAHOUSSAYE CANAL,  Facility Carried by Structure: Monnot Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 30.80m (101.05ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Other Special Inspection Date: October 2015,  Bridge Improvement Cost: $183,000,  Total Project Cost: $274,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber

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Structure Number: 32329544914101,  Location: 0015 LOG MI FROM INT (Lat: 29.905719,  Lng: -91.684081),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Closed,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 900 (year 1971),  Average Future Daily Traffic: 540 (year 2036),  Design Load: HS 20,  Features Intersected: DELAHOUSSAYE CANAL,  Facility Carried by Structure: Pellerin Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 24.40m (80.05ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Other Special Inspection Date: October 2015,  Bridge Improvement Cost: $145,000,  Total Project Cost: $217,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32329556914251,  Location: 0.2 MI N of LA 85 (Lat: 29.927031,  Lng: -91.707950),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 30 (year 1971),  Average Future Daily Traffic: 18 (year 2036),  Design Load: HS 20,  Features Intersected: DELAHOUSSAYE CANAL,  Facility Carried by Structure: Burliegh Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: October 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32329573914291,  Location: 0012 LOG MI FROM INT (Lat: 29.954981,  Lng: -91.715500),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Closed,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 210 (year 1971),  Average Future Daily Traffic: 126 (year 2036),  Design Load: HS 15,  Features Intersected: TECHE BAYOU,  Facility Carried by Structure: LSU Bridge Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 0.7m (2.3ft),  Navigation Control: Yes ( Vertical Clearance: 27.0m (88.6ft), Horizontal Clearance: 183.0m (600.4ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: > 39.9% below),  Length Of Structure Improvement: 78.30m (256.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Critical Feature Inspection Date: October 2016,  Underwater Inspection Date: April 2014,  Other Special Inspection Date: January 2017,  Bridge Improvement Cost: $467,000,  Total Project Cost: $700,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 35129523914001,  Location: 0002 LOG MI FROM INT (Lat: 29.870339,  Lng: -91.666011),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 330 (year 1971),  Average Future Daily Traffic: 561 (year 2035),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Pepper Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35129527913991,  Location: 0059 LOG MI FROM INT (Lat: 29.878489,  Lng: -91.665389),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 230 (year 1971),  Average Future Daily Traffic: 391 (year 2035),  Design Load: HS 20,  Features Intersected: COULEE,  Facility Carried by Structure: Pepper Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place