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


  • National Bridge Inventory (NBI) Statistics
  • 25Number of bridges
  • 2,779ft / 847mTotal length
  • $930,000Total costs
  • 363,920Total average daily traffic
  • 54,196Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Gautier
  • No street view available for this location

New bridges in Gautier, MS - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 161970-1979
  • 11980-1989
  • 11990-1999
  • 52000-2009
  • 12010-2019
Average Bridge Daily Traffic in Gautier, MS
Average Bridge Truck Traffic in Gautier, MS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 81.3%Good
  • 6.3%Satisfactory
  • 12.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 56.3%Good
  • 6.3%Satisfactory
  • 12.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 31.3%Very good
  • 43.8%Good
  • 18.8%Fair
  • 6.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 43.8%Very good
  • 31.3%Good
  • 18.8%Satisfactory
  • 6.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Very good
  • 40.0%Good
  • 40.0%Satisfactory
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Structure Number: 11000100300590A,  Location: 0.3 MI W SR 57 (Lat: 30.443072,  Lng: -88.721236),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 45,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD FORT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.870,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100300590B,  Location: 0.3 MI W SR 57 (Lat: 30.442967,  Lng: -88.722161),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 45,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD FORT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.868,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100300593A,  Location: I 10 OVER SR 57 (Lat: 30.441528,  Lng: -88.716933),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 45,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.421,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100300593B,  Location: I 10 OVER SR 57 (Lat: 30.441414,  Lng: -88.717856),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 45,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.316,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100300630A,  Location: 3.7 MI E SR 57 (Lat: 30.435125,  Lng: -88.655597),  Route carried "on" structure: Interstate 10,  Year Built: 1977,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 35,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GAUTIER VANCLEAVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.307,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100300630B,  Location: 3.7 MI E SR 57 (Lat: 30.434622,  Lng: -88.656364),  Route carried "on" structure: Interstate 10,  Year Built: 1977,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 35,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GAUTIER VANCLEAVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.450,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100300646B,  Location: 5.3 MI E SR 57 (Lat: 30.437211,  Lng: -88.631350),  Route carried "on" structure: Interstate 10,  Year Built: 1977,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 27,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARTIN BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.871,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100300654B,  Location: 4.4 MI W SR 613 (Lat: 30.437575,  Lng: -88.616678),  Route carried "on" structure: Interstate 10,  Year Built: 1976,  Status: Open,  Structure Length: 637.92m (2092.91ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 31,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PASCAGOULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.281,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 13.0m (42.7ft), Horizontal Clearance: 82.0m (269.0ft)),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 329,  Length of Maximum Span: 106.7m (350.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000900300656,  Location: 6.6 MI E SR 57 (Lat: 30.383242,  Lng: -88.610436),  Route carried "on" structure: US 90,  Year Built: 2002,  Status: Open,  Structure Length: 55.60m (182.41ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,000 (year 2040),  Design Load: HS 20,  Features Intersected: WEST PASCAGOULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.705,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 38,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.9m (117.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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 minimum 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: May 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3100057030003,  Location: 1.7 MI N I 10 (Lat: 30.465658,  Lng: -88.719261),  Route carried "on" structure: State highway 57,  Year Built: 1947,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 6,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,400 (year 2040),  Design Load: HS 20,  Features Intersected: OLD FORT BAYOU TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.133,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.4m (4.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: SA3000000000078,  Location: SEC 35 T 6S R 8W B (Lat: 30.484444,  Lng: -88.749722),  Route carried "on" structure: County highway 2107,  Year Built: 1995,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 1,400 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: HS 20,  Features Intersected: BAYOU PERIGAL,  Facility Carried by Structure: OLD FORT BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.943,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.8 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000108,  Location: SEC 10 T 7S R 7W B (Lat: 30.448789,  Lng: -88.666667),  Route carried "on" structure: County highway 1140,  Year Built: 1975,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,900 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,600 (year 2041),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: GAUTIER-VANCLEAVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 67.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: SA300000000011,  Location: SEC 23 T 7S R 7W B (Lat: 30.419675,  Lng: -88.649581),  Route carried "on" structure: County highway 1140,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 14,000 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,400 (year 2041),  Design Load: HS 20,  Features Intersected: SIOUX BAYOU,  Facility Carried by Structure: GAUTIER-VANCLEAVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: SA3000000000112,  Location: SEC 26 T 7S R 7W B (Lat: 30.410558,  Lng: -88.655211),  Route carried "on" structure: County highway 1140,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,600 (year 2041),  Design Load: HS 20,  Features Intersected: MARY WALKER BAYOU,  Facility Carried by Structure: GAUTIER-VANCLEAVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: SA3000000000113,  Location: SEC 35 T 7S R 7W B (Lat: 30.397836,  Lng: -88.652703),  Route carried "on" structure: County highway 1140,  Year Built: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,950 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 12,045 (year 2041),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: GAUTIER-VANCLEAVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: SA3000000000143,  Location: SEC 4 T 8S R 6W (Lat: 30.369008,  Lng: -88.629753),  Route carried "on" structure: County highway 154,  Year Built: 1987,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,870 (year 2040),  Design Load: H 15,  Features Intersected: BAYOU LAMOTT,  Facility Carried by Structure: GRAVELINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  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: 4,  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: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable 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: 2.32m (7.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: SA300000000015,  Location: SEC 9 T 8S R 6W (Lat: 30.376111,  Lng: -88.614444),  Route carried "on" structure: County highway 107,  Year Built: 2003,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,400 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,000 (year 2041),  Design Load: HS 20,  Features Intersected: BAYOU PIERRE,  Facility Carried by Structure: GRAVELINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.8 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: Equal to 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 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000173,  Location: SEC 8 T 8S R 7W (Lat: 30.360814,  Lng: -88.714294),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 150 (year 2020),  Average Future Daily Traffic: 165 (year 2040),  Design Load: H 20,  Features Intersected: BRANCH TO GRAVELINE BAY,  Facility Carried by Structure: SPRUCE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000188,  Location: SEC 18 T 7S R 7W B (Lat: 30.438250,  Lng: -88.727222),  Route carried "on" structure: County highway 9065,  Year Built: 2005,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2041),  Design Load: HS 20,  Features Intersected: DRAIN TO OLD FORT BAYOU,  Facility Carried by Structure: OCEAN SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.300,  Lanes on structure: 2,  Owner: County 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: 5.8m (19.0ft),  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: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000191,  Location: SEC 6 T 8S R 7W (Lat: 30.370583,  Lng: -88.719306),  Route carried "on" structure: County highway 1149,  Year Built: 2004,  Status: Open,  Structure Length: 68.98m (226.31ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: GRAVELINE BAY,  Facility Carried by Structure: ERNEST APPLEWHITE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 73,  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: Satisfactory,  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: 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: March 2020,  Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000202,  Location: SEC 14 T 8S R 7W (Lat: 30.363922,  Lng: -88.650597),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 120 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2041),  Design Load: HS 20,  Features Intersected: BAYOU RELIEF,  Facility Carried by Structure: ROBERT HIRAM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3530.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 81.0m (265.7ft),  Out-to-Out Width: 85.0m (278.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.9 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 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 11000100300593A,  Location: I 10 OVER SR 57 (Lat: 30.441739,  Lng: -88.717531),  Route carried "under" structure: State highway 57,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 57,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.447,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 11000100300593A,  Location: I 10 OVER SR 57 (Lat: 30.441661,  Lng: -88.717311),  Route carried "under" structure: State highway 57,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 57,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 4.464,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 11000100300593B,  Location: I 10 OVER SR 57 (Lat: 30.441281,  Lng: -88.717481),  Route carried "under" structure: State highway 57,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 57,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 11000100300593B,  Location: I 10 OVER SR 57 (Lat: 30.441200,  Lng: -88.717261),  Route carried "under" structure: State highway 57,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 57,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 4.413,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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