Bridge Statistics for Greenville, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 21000820760025,  Location: 1.1 MI E SR 454 (Lat: 33.321914,  Lng: -91.104697),  Route carried "on" structure: US 82,  Year Built: 2013,  Status: Not yet open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 170 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 170 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.204,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 87.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021

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Structure Number: 21000820760044A,  Location: 5.4 MI W SR 1 (Lat: 33.335628,  Lng: -91.104628),  Route carried "on" structure: US 82,  Year Built: 1996,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,550 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,800 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.191,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000820760044B,  Location: 5.4 MI W SR 1 (Lat: 33.335050,  Lng: -91.104853),  Route carried "on" structure: US 82,  Year Built: 1975,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 3,550 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,800 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100082076005,  Location: 1.3 MI W SR 1 (Lat: 33.333972,  Lng: -91.065778),  Route carried "on" structure: US 82,  Year Built: 2013,  Status: Not yet open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 170 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 170 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.195,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021

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Structure Number: 2100082076006,  Location: 0.3 MI W SR 1 (Lat: 33.334494,  Lng: -91.047867),  Route carried "on" structure: US 82,  Year Built: 2013,  Status: Not yet open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 170 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 170 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.864,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021

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Structure Number: 21000820760063A,  Location: US 82 OVER SR 1 (Lat: 33.334936,  Lng: -91.042361),  Route carried "on" structure: US 82,  Year Built: 2013,  Status: Not yet open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 85 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 85 (year 2040),  Design Load: HS 20,  Features Intersected: SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.521,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000820760063B,  Location: US 82 OVER SR 1 (Lat: 33.334650,  Lng: -91.043522),  Route carried "on" structure: US 82,  Year Built: 2013,  Status: Not yet open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 85 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 85 (year 2040),  Design Load: HS 20,  Features Intersected: SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.268,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000820760069,  Location: 0.6 MI E SR 1 (Lat: 33.335000,  Lng: -91.032222),  Route carried "on" structure: US 82,  Year Built: 2013,  Status: Not yet open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 170 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 170 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.321,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  Inventory Rating: 72.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021

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Structure Number: 21000820760088,  Location: 1.8 MI W SR 1 (Lat: 33.390458,  Lng: -91.063250),  Route carried "on" structure: US 82,  Year Built: 1938,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 7,300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2040),  Design Load: HS 15,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.203,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $82,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $327,000,000

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Structure Number: 21000820760114,  Location: 0.9 MI E SR 1 (Lat: 33.399789,  Lng: -91.023581),  Route carried "on" structure: US 82,  Year Built: 1954,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: H 15,  Features Intersected: CANAL NO 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.378,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $116,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $366,000,000

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Structure Number: 21000820760145,  Location: 4.0 MI E SR 1 (Lat: 33.401019,  Lng: -90.968244),  Route carried "on" structure: US 82,  Year Built: 1954,  Status: Open,  Structure Length: 2.11m (6.92ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: H 15,  Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.526,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $274,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $550,000,000

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Structure Number: 31000010760579,  Location: 1.5 MI N SR 438 (Lat: 33.290144,  Lng: -91.038600),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,700 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.659,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020

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Structure Number: 31000010760592,  Location: 2.7 MI N SR 438 (Lat: 33.309317,  Lng: -91.043447),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,550 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.810,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000010760592B,  Location: 2.7 MI N SR 438 (Lat: 33.308872,  Lng: -91.043047),  Route carried "on" structure: State highway 1,  Year Built: 2004,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,550 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.775,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 310000107606,  Location: 0.4 MI N SR 454 (Lat: 33.319678,  Lng: -91.044144),  Route carried "on" structure: State highway 1,  Year Built: 1995,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,600 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH #6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.992,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000010760704,  Location: 4.9 MI N US 82 (Lat: 33.466453,  Lng: -91.052742),  Route carried "on" structure: State highway 1,  Year Built: 1999,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.557,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.8m (22.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020

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Structure Number: 31004540760007,  Location: SR 454 OVER US 82 (Lat: 33.311794,  Lng: -91.120339),  Route carried "on" structure: State highway 454,  Year Built: 2013,  Status: Not yet open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.459,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004540760031,  Location: 2.2 MI W SR 1 (Lat: 33.310997,  Lng: -91.081597),  Route carried "on" structure: State highway 454,  Year Built: 1936,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.284,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 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,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $315,000,000,  Roadway Improvement Cost: $32,000,000,  Total Project Cost: $939,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100082076003,  Location: 1.6 MI E SR 454 (Lat: 33.326425,  Lng: -91.099183),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 14.74m (48.36ft),  Average Daily Traffic: 230 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 230 (year 2040),  Design Load: HS 20,  Features Intersected: US 82,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.221,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 40.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000820760042,  Location: 2.2 MI W SR 1 (Lat: 33.333850,  Lng: -91.080181),  Route carried "on" structure: County highway 82,  Year Built: 2013,  Status: Open,  Structure Length: 12.03m (39.47ft),  Average Daily Traffic: 660 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 660 (year 2040),  Design Load: HS 20,  Features Intersected: US 82,  Facility Carried by Structure: REDMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.505,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000820760054,  Location: 0.9 M W SR 1 (Lat: 33.333861,  Lng: -91.058936),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 9.89m (32.45ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: HS 20,  Features Intersected: US 82,  Facility Carried by Structure: MAIN EXTENDED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.149,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA7600000000002,  Location: SEC 7 T14N R 7W B (Lat: 33.075456,  Lng: -90.960450),  Route carried "on" structure: County highway 2023,  Year Built: 1987,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2041),  Design Load: HS 20,  Features Intersected: STEELE BAYOU,  Facility Carried by Structure: BEAR GARDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.460,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000169,  Location: SEC 7 T17N R 7W B (Lat: 33.328142,  Lng: -90.971831),  Route carried "on" structure: County highway 923,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 75 (year 2041),  Design Load: HS 20,  Features Intersected: DITCH NO. 1,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000186,  Location: SEC 9 T17N R 8W B (Lat: 33.356411,  Lng: -91.025178),  Route carried "on" structure: County highway 919,  Year Built: 1997,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,250 (year 2041),  Design Load: HS 20,  Features Intersected: MAIN CANAL 0919,  Facility Carried by Structure: VFW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000187,  Location: SEC 13 T17N R 8W (Lat: 33.338667,  Lng: -91.053639),  Route carried "on" structure: County highway 652,  Year Built: 1965,  Status: Closed,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 75 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: CEDAR LANE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Satisfactory,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $215,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000188,  Location: SEC 14 T17N R 8W (Lat: 33.341769,  Lng: -91.023611),  Route carried "on" structure: County highway 1092,  Year Built: 1997,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 250 (year 2040),  Design Load: HS 20,  Features Intersected: MAIN CANAL-1092,  Facility Carried by Structure: ARCHER RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000189,  Location: SEC 15 T17N R 8W B (Lat: 33.327503,  Lng: -91.023558),  Route carried "on" structure: County highway 923,  Year Built: 1997,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: MAIN CANAL,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000192,  Location: SEC 17 T17N R 8W B (Lat: 33.327664,  Lng: -90.988653),  Route carried "on" structure: County highway 923,  Year Built: 1969,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 75 (year 2041),  Design Load: H 15,  Features Intersected: DITCH NO. 6,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.149,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $175,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA7600000000195,  Location: SEC 22 T17N R 8W B (Lat: 33.327011,  Lng: -91.044783),  Route carried "on" structure: County highway 2027,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,270 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,905 (year 2039),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $212,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA7600000000196,  Location: SEC 23 T17N R 8W B (Lat: 33.326047,  Lng: -91.072747),  Route carried "on" structure: County highway 634,  Year Built: 1970,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2041),  Design Load: H 15,  Features Intersected: CANAL,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $293,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA7600000000197,  Location: SEC 24 T17N R 8W B (Lat: 33.304728,  Lng: -91.066311),  Route carried "on" structure: County highway 631,  Year Built: 1975,  Status: Posted for load,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 15,  Features Intersected: CANAL,  Facility Carried by Structure: DEERFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $392,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000198,  Location: SEC 25 T17N R 8W B (Lat: 33.308339,  Lng: -91.049747),  Route carried "on" structure: County highway 25,  Year Built: 1964,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 75 (year 2041),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: MAIN EXTENDED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000199,  Location: SEC 26 T17N R 8W (Lat: 33.308014,  Lng: -91.035936),  Route carried "on" structure: County highway 635,  Year Built: 1999,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 75 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 112 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: TATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  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: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA76000000002,  Location: SEC 27 T17N R 8W B (Lat: 33.298194,  Lng: -91.020472),  Route carried "on" structure: County highway 932,  Year Built: 1964,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: H 15,  Features Intersected: CANAL,  Facility Carried by Structure: WILMOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $433,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000206,  Location: SEC 11 T17N R 9W (Lat: 33.296608,  Lng: -91.096544),  Route carried "on" structure: County highway 628,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 45 (year 2041),  Design Load: H 15,  Features Intersected: CANAL,  Facility Carried by Structure: LAKE LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  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: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $300,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA7600000000207,  Location: SEC 14 T17N R 9W (Lat: 33.347222,  Lng: -91.077069),  Route carried "on" structure: City street 659,  Year Built: 2010,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 75 (year 2041),  Design Load: HL 93,  Features Intersected: CANAL,  Facility Carried by Structure: BAYOU ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  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: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000208,  Location: SEC 18 T17N R 9W B (Lat: 33.326378,  Lng: -91.104675),  Route carried "on" structure: County highway 634,  Year Built: 1966,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 100 (year 2016),  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $222,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA7600000000232,  Location: SEC 18 T18N R 7W (Lat: 33.402617,  Lng: -90.960808),  Route carried "on" structure: County highway 848,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 50 (year 2013),  Average Future Daily Traffic: 75 (year 2033),  Features Intersected: BLACK BAYOU,  Facility Carried by Structure: LANDFILL ROAD A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 5.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 3.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  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: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $250,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7600000000234,  Location: SEC 19 T18N R 7W B (Lat: 33.393072,  Lng: -90.964744),  Route carried "on" structure: County highway 699,  Year Built: 1958,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,050 (year 2040),  Design Load: H 15,  Features Intersected: BLACK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.162,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $255,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000246,  Location: SEC 10 T18N R 8W (Lat: 33.431619,  Lng: -91.032450),  Route carried "on" structure: City street 7209,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 1,050 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 1,575 (year 2041),  Design Load: H 15,  Features Intersected: HORSESHOE BAYOU,  Facility Carried by Structure: THEOBALD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 27.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $316,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7600000000247,  Location: SEC 10 T18N R 8W (Lat: 33.436317,  Lng: -91.027650),  Route carried "on" structure: City street 7209,  Year Built: 1977,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,575 (year 2038),  Design Load: HS 20,  Features Intersected: MAIN CANAL NO. 9,  Facility Carried by Structure: THEOBALD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete