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

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Structure Number: 21000900300683,  Location: 0.9 MI W SR 613 (Lat: 30.373267,  Lng: -88.567950),  Route carried "on" structure: US 90,  Year Built: 2003,  Status: Open,  Structure Length: 109.09m (357.91ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,000 (year 2040),  Design Load: HS 20,  Features Intersected: EAST PASCAGOULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.937,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 24.3m (79.7ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 24,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31006110300009,  Location: 3.3 MI S US 90 (Lat: 30.345125,  Lng: -88.493989),  Route carried "on" structure: State highway 611,  Year Built: 2015,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: CHEVRON PIPELINES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.146,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3100611030004,  Location: SR 611 OVER US 90 (Lat: 30.390061,  Lng: -88.505500),  Route carried "on" structure: State highway 611,  Year Built: 2013,  Status: Open,  Structure Length: 21.67m (71.10ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20,  Features Intersected: US 90/CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 61,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.8m (104.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510009003007,  Location: 0.7 MI E SR 613 (Lat: 30.368086,  Lng: -88.539025),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,800 (year 2040),  Design Load: HS 20,  Features Intersected: US 90,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.910,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 16,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860000003,  Location: 1.2 MI S US 90 (Lat: 30.337131,  Lng: -88.580322),  Route carried "on" structure: State highway 619,  Year Built: 1989,  Status: Open,  Structure Length: 420.87m (1380.81ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: PASCAGOULA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  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: 263,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 837.68m (2748.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86000000300009,  Location: 0.3 MI S US 90 (Lat: 30.368572,  Lng: -88.570992),  Route carried "on" structure: State highway 617,  Year Built: 1972,  Status: Open,  Structure Length: 30.51m (100.10ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,000 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.411,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 61,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 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: 36.05m (118.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $591,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86000000300012,  Location: SR 617 OVER US 90 (Lat: 30.373150,  Lng: -88.570975),  Route carried "on" structure: State highway 617,  Year Built: 1972,  Status: Open,  Structure Length: 21.76m (71.39ft),  Average Daily Traffic: 9,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,300 (year 2040),  Design Load: HS 20,  Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.922,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 61,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3000000000001,  Location: SEC 2 T 4S R 5W B (Lat: 30.724553,  Lng: -88.453950),  Route carried "on" structure: County highway 1135,  Year Built: 1962,  Status: Posted for load,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 960 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: H 15,  Features Intersected: ESCATAWPA RV,  Facility Carried by Structure: TANNER WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.632,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 32.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000098,  Location: SEC 31 T 7S R 5W (Lat: 30.389722,  Lng: -88.515833),  Route carried "on" structure: City street 689,  Year Built: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,700 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,500 (year 2042),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: SHORTCUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2022

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Structure Number: SA300000000013,  Location: SEC 5 T 8S R 5W (Lat: 30.372228,  Lng: -88.504178),  Route carried "on" structure: City street 591,  Year Built: 1995,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 33 (year 2040),  Design Load: H 15,  Features Intersected: BAYOU RELIEF,  Facility Carried by Structure: TILLMAN SREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.1m (10.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $230,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3000000000132,  Location: SEC 7 T 8S R 5W (Lat: 30.368139,  Lng: -88.520647),  Route carried "on" structure: City street 430,  Year Built: 2009,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 3,200 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2042),  Design Load: HS 20,  Features Intersected: BAYOU-RELIEF,  Facility Carried by Structure: ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000 ( Estimate for 2022)

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Structure Number: SA3000000000133,  Location: SEC 8 T 8S R 5W (Lat: 30.368239,  Lng: -88.501339),  Route carried "on" structure: City street 430,  Year Built: 2004,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,200 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: ORCHARD ROAD/PASC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.6 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3000000000134,  Location: SEC 8 T 8S R 5W (Lat: 30.366567,  Lng: -88.513428),  Route carried "on" structure: City street 539,  Year Built: 1960,  Year Reconstructed: 2018,  Status: Closed,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,550 (year 2040),  Design Load: H 15,  Features Intersected: WEST PRONG BAYOU CASOTTE,  Facility Carried by Structure: LOUISE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  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: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $278,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000136,  Location: SEC 18 T 8S R 5W (Lat: 30.346389,  Lng: -88.526389),  Route carried "on" structure: City street 316,  Year Built: 1997,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: WEST PRONG BAYOU CHICOT,  Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000138,  Location: SEC 18 T 8S R 5W (Lat: 30.343122,  Lng: -88.522864),  Route carried "on" structure: City street 319,  Year Built: 1995,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,800 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BAYOU-RELIEF,  Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $900,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3000000000139,  Location: SEC 30 T 8S R 5W (Lat: 30.361111,  Lng: -88.530556),  Route carried "on" structure: City street 487,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: H 15,  Features Intersected: BAYOU CHICO,  Facility Carried by Structure: EDEN ST. / PASC.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.6 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: SA300000000014,  Location: SEC 1 T 8S R 6W (Lat: 30.380000,  Lng: -88.545556),  Route carried "on" structure: City street 302,  Year Built: 2007,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,200 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: BAYOU,  Facility Carried by Structure: PASCAGOULA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000141,  Location: SEC 1 T 8S R 6W (Lat: 30.382778,  Lng: -88.543333),  Route carried "on" structure: City street 302,  Year Built: 2007,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 5,200 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: BAYOU,  Facility Carried by Structure: PASCAGOULA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000145,  Location: SEC 7 T 8S R 6W (Lat: 30.362317,  Lng: -88.547433),  Route carried "on" structure: City street 358,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,800 (year 2041),  Design Load: H 15,  Features Intersected: UNNAMED RELIEF,  Facility Carried by Structure: TUCKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than 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: > 39.9% below),  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $222,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000146,  Location: SEC 8 T 8S R 6W (Lat: 30.354844,  Lng: -88.547417),  Route carried "on" structure: City street 282,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: H 20,  Features Intersected: RELIEF,  Facility Carried by Structure: INGALLS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000 ( Estimate for 2020)

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Structure Number: SA3000000000148,  Location: SEC 8 T 8S R 6W (Lat: 30.343611,  Lng: -88.544167),  Route carried "on" structure: City street 318,  Year Built: 2010,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 1,900 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: HS 20,  Features Intersected: BAYOU-RELIEF,  Facility Carried by Structure: BEACH BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3000000000149,  Location: SEC 8 T 8S R 6W (Lat: 30.349108,  Lng: -88.543322),  Route carried "on" structure: City street 326,  Year Built: 2002,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: MARKET ST. BAYOU,  Facility Carried by Structure: PARSLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  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: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000167,  Location: SEC 5 T 8S R 5W (Lat: 30.379617,  Lng: -88.506400),  Route carried "on" structure: City street 321,  Year Built: 2003,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: OLD MOBILE HWY/PAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.935,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $350,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000171,  Location: SEC 1 T 8S R 6W (Lat: 30.388250,  Lng: -88.543639),  Route carried "on" structure: City street 3020,  Year Built: 2004,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,200 (year 2040),  Design Load: HS 20,  Features Intersected: BAYOU,  Facility Carried by Structure: PASCAGOULA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000172,  Location: SEC 8 T 8S R 5W (Lat: 30.364694,  Lng: -88.510083),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 23.20m (76.12ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: WEST PRONG BAYOU CASOTTE,  Facility Carried by Structure: BEACH BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 20.0m (65.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3000000000201,  Location: SEC 7 T 8S R 6W (Lat: 30.372264,  Lng: -88.557569),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: H 20,  Features Intersected: BAYOU-RELIEF,  Facility Carried by Structure: MAGNOLIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 82.1m (269.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA300000000A131,  Location: SEC 6 T 8S R 5W (Lat: 30.369483,  Lng: -88.521872),  Route carried "on" structure: City street 321,  Year Built: 2018,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,000 (year 2041),  Design Load: HL 93,  Features Intersected: BAYOU RELIEF,  Facility Carried by Structure: OLD MOBILE HWY/PAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 83.3 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: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA300000000A142,  Location: SEC 1 T 8S R 6W (Lat: 30.369178,  Lng: -88.533433),  Route carried "on" structure: City street 408,  Year Built: 2018,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HL 93,  Features Intersected: BAYOU CHICO / PASC.,  Facility Carried by Structure: HOSPITAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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

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Structure Number: SA300000000A144,  Location: SEC 5 T 8S R 6W (Lat: 30.355797,  Lng: -88.559792),  Route carried "on" structure: City street 271,  Year Built: 2016,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,300 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,000 (year 2041),  Design Load: HL 93,  Features Intersected: RELIEF,  Facility Carried by Structure: SOUTH DESOTO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 321.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 91.0m (298.6ft),  Out-to-Out Width: 96.0m (315.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 3100611030004,  Location: SR 611 OVER US 90 (Lat: 30.391219,  Lng: -88.506350),  Route carried "under" structure: US 90,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: US 90/CSXT RR,  Facility Carried by Structure: SR 611
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 13.356,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 3100611030004,  Location: SR 611 OVER US 90 (Lat: 30.391050,  Lng: -88.506231),  Route carried "under" structure: US 90,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: US 90/CSXT RR,  Facility Carried by Structure: SR 611
Minimum Vertical Clearance: 7.66m (25.13ft),  Kilometerpoint: 33.608,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 510009003007,  Location: 0.7 MI E SR 613 (Lat: 30.370975,  Lng: -88.539111),  Route carried "under" structure: ServiceUS ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 6.43m (21.10ft),  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 510009003007,  Location: 0.7 MI E SR 613 (Lat: 30.368086,  Lng: -88.539025),  Route carried "under" structure: US 90,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 1.910,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 510009003007,  Location: 0.7 MI E SR 613 (Lat: 30.368086,  Lng: -88.539025),  Route carried "under" structure: US 90,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 1.910,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 510009003007,  Location: 0.7 MI E SR 613 (Lat: 30.371469,  Lng: -88.539181),  Route carried "under" structure: ServiceUS ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 5.44m (17.85ft),  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 86000000300012,  Location: LITTON ACCESS OVER US 90 (Lat: 30.373150,  Lng: -88.570975),  Route carried "under" structure: US 90,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: LITTON ACCESS
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 1.920,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 86000000300012,  Location: LITTON ACCESS OVER US 90 (Lat: 30.373150,  Lng: -88.570975),  Route carried "under" structure: US 90,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: LITTON ACCESS
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 1.920,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)