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

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Structure Number: SA2400000000048,  Location: SEC 11 T 6S R10W B (Lat: 30.544722,  Lng: -88.951389),  Route carried "on" structure: County highway 1138,  Year Built: 1969,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 700 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,300 (year 2030),  Design Load: HS 15,  Features Intersected: TUXACHANIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000049,  Location: SEC 19 T 6S R10W B (Lat: 30.500833,  Lng: -89.025556),  Route carried "on" structure: County highway 1144,  Year Built: 1983,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,200 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2030),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: SA240000000005,  Location: SEC 30 T 6S R10W B (Lat: 30.491667,  Lng: -89.033333),  Route carried "on" structure: County highway 1144,  Year Built: 1983,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,500 (year 2030),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.310,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000051,  Location: SEC 32 T 6S R10W (Lat: 30.476111,  Lng: -89.001667),  Route carried "on" structure: City street 557,  Year Built: 2011,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 800 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2030),  Design Load: HL 93,  Features Intersected: MILL CREEK,  Facility Carried by Structure: JOHN LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  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: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000052,  Location: SEC 33 T 6S R10W (Lat: 30.478633,  Lng: -88.997506),  Route carried "on" structure: County highway 550,  Year Built: 1989,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 900 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: WASH FAYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000053,  Location: SEC 35 T 6S R10W B (Lat: 30.472058,  Lng: -88.962586),  Route carried "on" structure: County highway 530,  Year Built: 1964,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 4,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2041),  Design Load: H 15,  Features Intersected: PARKER CREEK,  Facility Carried by Structure: WOOLMARKET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  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: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA2400000000055,  Location: SEC 13 T 6S R11W B (Lat: 30.529619,  Lng: -89.043350),  Route carried "on" structure: County highway 8136,  Year Built: 1979,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: H 15,  Features Intersected: WALKER CREEK,  Facility Carried by Structure: WHITE STAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $16,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: SA2400000000058,  Location: SEC 25 T 6S R11W B (Lat: 30.488475,  Lng: -89.035583),  Route carried "on" structure: County highway 1144,  Year Built: 1983,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 4,167 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,584 (year 2041),  Design Load: HS 20,  Features Intersected: BILOXI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000078,  Location: SEC 26 T 7S R 9W (Lat: 30.403494,  Lng: -88.899964),  Route carried "on" structure: City street 46,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,000 (year 2030),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000079,  Location: SEC 26 T 7S R 9W (Lat: 30.405556,  Lng: -88.895278),  Route carried "on" structure: City street 149,  Year Built: 2000,  Status: Open,  Structure Length: 2.85m (9.35ft),  Average Daily Traffic: 20 (year 2012),  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: HOPKINS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA240000000008,  Location: SEC 26 T 7S R 9W (Lat: 30.403283,  Lng: -88.900139),  Route carried "on" structure: City street 167,  Year Built: 1993,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2030),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: BENACHI AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.9 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000081,  Location: SEC 26 T 7S R 9W (Lat: 30.403006,  Lng: -88.901986),  Route carried "on" structure: City street 169,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,720 (year 2041),  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: PORTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: 1.05m (3.44ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA2400000000082,  Location: SEC 26 T 7S R 9W (Lat: 30.403056,  Lng: -88.901111),  Route carried "on" structure: City street 171,  Year Built: 1994,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 900 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,350 (year 2032),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: QUERENS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA2400000000083,  Location: SEC 26 T 7S R 9W (Lat: 30.402500,  Lng: -88.903611),  Route carried "on" structure: City street 177,  Year Built: 1990,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,600 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: FOREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA2400000000085,  Location: SEC 33 T 7S R 9W (Lat: 30.408686,  Lng: -88.877703),  Route carried "on" structure: City street 25,  Year Built: 1987,  Status: Closed,  Structure Length: 0.94m (3.08ft),  Average Future Daily Traffic: 1 (year 2038),  Design Load: H 15,  Features Intersected: BAY BAYOU,  Facility Carried by Structure: BOWEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Imminent failure,  Deck Geometry: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $325,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA2400000000087,  Location: SEC 1 T 7S R10W B (Lat: 30.468753,  Lng: -88.938903),  Route carried "on" structure: County highway 67,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: H 15,  Features Intersected: HOWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  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: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.4 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $46,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000088,  Location: SEC 1 T 7S R10W B (Lat: 30.459769,  Lng: -88.938958),  Route carried "on" structure: County highway 439,  Year Built: 1973,  Status: Posted for load,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: H 15,  Features Intersected: TCHOUTACABOUFFA RIVER,  Facility Carried by Structure: CEDAR LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 21.6m (70.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 10,  Length of Maximum Span: 55.5m (182.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 14.48m (47.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000089,  Location: SEC 2 T 7S R10W (Lat: 30.460000,  Lng: -88.965278),  Route carried "on" structure: County highway 532,  Year Built: 1970,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 900 (year 2032),  Design Load: HS 20,  Features Intersected: PARKERS CREEK,  Facility Carried by Structure: OAKLAWN RD EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000093,  Location: SEC 22 T 7S R10W (Lat: 30.424444,  Lng: -88.978333),  Route carried "on" structure: City street 560,  Year Built: 1997,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 300 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 500 (year 2030),  Design Load: HS 20,  Features Intersected: BILOXI BAY,  Facility Carried by Structure: OLD POPPS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000094,  Location: SEC 22 T 7S R10W B (Lat: 30.415800,  Lng: -88.975503),  Route carried "on" structure: City street 560,  Year Built: 1979,  Status: Open,  Structure Length: 121.43m (398.39ft),  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BACK BAY BILOXI,  Facility Carried by Structure: POPPS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 9.7m (31.8ft), Horizontal Clearance: 52.4m (171.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 69,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 desirable criteria,  Length Of Structure Improvement: 100.00m (328.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $575,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000177,  Location: SEC 9 T 7S R10W (Lat: 30.457222,  Lng: -88.988056),  Route carried "on" structure: County highway 776,  Year Built: 1996,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 75 (year 2012),  Average Future Daily Traffic: 125 (year 2032),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: NORTH OAKLAWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable 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: December 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $7,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA2400000000182,  Location: SEC 26 T 7S R10W (Lat: 30.410000,  Lng: -88.954167),  Route carried "on" structure: City street 1,  Year Built: 2002,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 750 (year 2032),  Design Load: HS 20,  Features Intersected: BAYOU LA PORTE,  Facility Carried by Structure: HILLER PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.810,  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: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA2400000000183,  Location: SEC 26 T 7S R 9W (Lat: 30.404444,  Lng: -88.898333),  Route carried "on" structure: City street 157,  Year Built: 2002,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 75 (year 2012),  Average Future Daily Traffic: 125 (year 2032),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU,  Facility Carried by Structure: IROQUIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA2400000000184,  Location: SEC 33 T 7S R 9W (Lat: 30.408417,  Lng: -88.878306),  Route carried "on" structure: City street 25,  Year Built: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,500 (year 2032),  Design Load: HS 20,  Features Intersected: AUGUSTE BAYOU,  Facility Carried by Structure: BACK BAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.600,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 61.4 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2400000000185,  Location: SEC 33 T 7S R 9W (Lat: 30.405917,  Lng: -88.874667),  Route carried "on" structure: City street 25,  Year Built: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,500 (year 2032),  Design Load: HS 20,  Features Intersected: BAY BAYOU,  Facility Carried by Structure: BACK BAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.900,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.4 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA2400000000186,  Location: SEC 33 T 7S R 9W (Lat: 30.405722,  Lng: -88.873694),  Route carried "on" structure: City street 25,  Year Built: 2003,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,500 (year 2032),  Design Load: HS 20,  Features Intersected: BAY BAYOU,  Facility Carried by Structure: BACK BAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.100,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.4 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA2400000000196,  Location: SEC 09 T07S R18W (Lat: 30.431019,  Lng: -88.922625),  Route carried "on" structure: City street 1,  Year Built: 2002,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 130 (year 2041),  Design Load: HS 20,  Features Intersected: MAGNOLIA BEND,  Facility Carried by Structure: DESTINY PLANTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.500,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very 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: 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 Precast Panels

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Structure Number: SA2400000000197,  Location: SEC 37 T 7S R 9W B (Lat: 30.411628,  Lng: -88.896744),  Route carried "on" structure: City street 7830,  Year Built: 1989,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 10,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,000 (year 2041),  Design Load: HS 20,  Features Intersected: KEEGAN BAYOU,  Facility Carried by Structure: BAYVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9999.999,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 170,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA24000000002,  Location: SEC 10 T07S R24W (Lat: 30.427400,  Lng: -88.939800),  Route carried "on" structure: City street 1,  Year Built: 2004,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 130 (year 2041),  Design Load: HS 20,  Features Intersected: BAYOU,  Facility Carried by Structure: SAVANNAH ESTATES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  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: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA240000000A086,  Location: SEC 33 T 7S R 9W (Lat: 30.407550,  Lng: -88.874406),  Route carried "on" structure: City street 25,  Year Built: 2019,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 40 (year 2021),  Average Future Daily Traffic: 60 (year 2032),  Design Load: HL 93,  Features Intersected: BAY BAYOU,  Facility Carried by Structure: EAST BAYVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11000100240435A,  Location: I 10 OVER SR 67 (Lat: 30.460731,  Lng: -88.970711),  Route carried "under" structure: State highway 67,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 67,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.367,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 11000100240435B,  Location: I 10 OVER SR 67 (Lat: 30.460519,  Lng: -88.970719),  Route carried "under" structure: State highway 67,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 67,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.343,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 11001100240041A,  Location: I 110 OVER I 10 (Lat: 30.453039,  Lng: -88.896111),  Route carried "under" structure: Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 36,500 (year 2018),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 44.740,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 11001100240041A,  Location: I 110 over I 10 (Lat: 30.453631,  Lng: -88.896361),  Route carried "under" structure: Business Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.750,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 11001100240041A,  Location: I 110 over I 10 (Lat: 30.452811,  Lng: -88.896019),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2018),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.533,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 11001100240041A,  Location: I 110 OVER I 10 (Lat: 30.453389,  Lng: -88.896261),  Route carried "under" structure: Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 36,500 (year 2018),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 1.246,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 11001100240041B,  Location: I 110 OVER I 10 (Lat: 30.453089,  Lng: -88.895889),  Route carried "under" structure: Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 44.762,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 11001100240041B,  Location: I 110 OVER I 10 (Lat: 30.453669,  Lng: -88.896131),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.727,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 11001100240041B,  Location: I 110 OVER I 10 (Lat: 30.453439,  Lng: -88.896031),  Route carried "under" structure: Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 1.225,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 11001100240041B,  Location: I 110 OVER I 10 (Lat: 30.452869,  Lng: -88.895811),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 10
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.554,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 17001100240000A,  Location: JCT US 90 & I 110 (Lat: 30.394239,  Lng: -88.894400),  Route carried "under" structure: US 90,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 2%,  Features Intersected: US 90,  Facility Carried by Structure: I 110 INNER LOOP
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 5.377,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 17001100240000A,  Location: JCT US 90 & I 110 (Lat: 30.394089,  Lng: -88.894411),  Route carried "under" structure: US 90,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 2%,  Features Intersected: US 90,  Facility Carried by Structure: I 110 INNER LOOP
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 40.403,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 17001100240000B,  Location: JCT US 90 & I 110 (Lat: 30.394069,  Lng: -88.894139),  Route carried "under" structure: US 90,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 2%,  Features Intersected: US 90,  Facility Carried by Structure: I 110 OUTER LOOP
Minimum Vertical Clearance: 6.62m (21.72ft),  Kilometerpoint: 40.428,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 17001100240000B,  Location: JCT US 90 & I 110 (Lat: 30.394219,  Lng: -88.894111),  Route carried "under" structure: US 90,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: US 90,  Facility Carried by Structure: I 110 OUTER LOOP
Minimum Vertical Clearance: 6.75m (22.15ft),  Kilometerpoint: 5.348,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 21000900240473,  Location: 0.1 MI E I 110 (Lat: 30.393981,  Lng: -88.893011),  Route carried "under" structure: US 90,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: OVERHEAD WALKWAY
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 40.539,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 21000900240488,  Location: 0.6 MI W OF BILOXI BAY (Lat: 30.392169,  Lng: -88.865019),  Route carried "under" structure: US 90,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: OVERHEAD WALKWAY
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 21000900240488,  Location: 0.6 MI W OF BILOXI BAY (Lat: 30.392169,  Lng: -88.865019),  Route carried "under" structure: US 90,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: OVERHEAD WALKWAY
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 2100090024049,  Location: 0.4 MI W OF BILOXI BAY (Lat: 30.392639,  Lng: -88.867239),  Route carried "under" structure: US 90,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: OVERHEAD WALKWAY
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 2100090024049,  Location: 0.4 MI W OF BILOXI BAY (Lat: 30.392639,  Lng: -88.867244),  Route carried "under" structure: US 90,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 90,  Facility Carried by Structure: OVERHEAD WALKWAY
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 41000100240415,  Location: 2.0 MI W SR 67 (Lat: 30.449322,  Lng: -89.000475),  Route carried "under" structure: Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 37,000 (year 2017),  Truck Traffic: 15%,  Features Intersected: I 10,  Facility Carried by Structure: SHORECREST RD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 2.292,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 41000100240415,  Location: 2.0 MI W SR 67 (Lat: 30.449322,  Lng: -89.000475),  Route carried "under" structure: Interstate 10,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 37,000 (year 2017),  Truck Traffic: 15%,  Features Intersected: I 10,  Facility Carried by Structure: SHORECREST RD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 2.292,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 51001100240038,  Location: 0.4 MI S I 10 (Lat: 30.446700,  Lng: -88.894900),  Route carried "under" structure: Interstate 110,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: I 110,  Facility Carried by Structure: POPS FERRY RD.
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 5.866,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)