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

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Structure Number: 31000150311013,  Location: 4.1 MI S SR 528 (Lat: 31.916647,  Lng: -89.297808),  Route carried "on" structure: State highway 15,  Year Built: 2013,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,900 (year 2040),  Design Load: HS 20,  Features Intersected: ETEHOMO CREEK TRIB #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.778,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 31000150311016,  Location: 3.9 MI S SR 528 (Lat: 31.921489,  Lng: -89.298092),  Route carried "on" structure: State highway 15,  Year Built: 2013,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,900 (year 2040),  Design Load: HS 20,  Features Intersected: ETEHOMO CREEK TRIB #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.316,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 31000150311032,  Location: 2.3 MI S SR 528 (Lat: 31.942569,  Lng: -89.291769),  Route carried "on" structure: State highway 15,  Year Built: 2013,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,900 (year 2040),  Design Load: HS 20,  Features Intersected: ETEHOMO CREEK TRIB #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.765,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 61.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 31000150311037,  Location: 2.0 MI S SR 528 (Lat: 31.950717,  Lng: -89.291622),  Route carried "on" structure: State highway 15,  Year Built: 2013,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,900 (year 2040),  Design Load: HS 20,  Features Intersected: ETEHOMO CREEK TRIB #4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.669,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 31000150311039,  Location: 1.8 MI S SR 528 (Lat: 31.952897,  Lng: -89.291033),  Route carried "on" structure: State highway 15,  Year Built: 2013,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,900 (year 2040),  Design Load: HS 20,  Features Intersected: ETEHOMO BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.919,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 31000150311093,  Location: 3.6 MI N SR 18 (Lat: 32.024256,  Lng: -89.280428),  Route carried "on" structure: State highway 15,  Year Built: 2013,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,700 (year 2040),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.370,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000180311258,  Location: 1.5 MI E SR 15 (Lat: 31.987494,  Lng: -89.266067),  Route carried "on" structure: State highway 18,  Year Built: 1980,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.665,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  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: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.4 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: 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: March 2021

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Structure Number: 31000180311274,  Location: 3.1 MI E SR 15 (Lat: 32.001161,  Lng: -89.243933),  Route carried "on" structure: State highway 18,  Year Built: 1980,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 920 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 920 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.248,  Lanes on 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: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000180311278,  Location: 3.5 MI E SR 15 (Lat: 32.004683,  Lng: -89.238217),  Route carried "on" structure: State highway 18,  Year Built: 1980,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 920 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 920 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.914,  Lanes on 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: 18.3m (60.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31005280310043,  Location: 4.3 MI E SR 15 (Lat: 31.961822,  Lng: -89.226475),  Route carried "on" structure: State highway 528,  Year Built: 1975,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: TALLOHOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.867,  Lanes on structure: 2,  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: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31005280310051,  Location: 5.1 MI E SR 15 (Lat: 31.961897,  Lng: -89.205347),  Route carried "on" structure: State highway 528,  Year Built: 1950,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.919,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA3100000000005,  Location: SEC 20 T 1N R10E B (Lat: 31.914444,  Lng: -89.287944),  Route carried "on" structure: County highway 213,  Year Built: 1966,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 460 (year 2041),  Design Load: H 15,  Features Intersected: ETEHOMO CREEK,  Facility Carried by Structure: JASPER CO. 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.149,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $450,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3100000000007,  Location: SEC 6 T 1N R11E B (Lat: 31.954722,  Lng: -89.204278),  Route carried "on" structure: County highway 241,  Year Built: 1972,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 80 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 120 (year 2041),  Design Load: H 15,  Features Intersected: BCH OF TALLAHOMO CK,  Facility Carried by Structure: JASPER CO. 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 26.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present 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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $680,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000018,  Location: SEC 11 T 2N R10E (Lat: 32.022222,  Lng: -89.249667),  Route carried "on" structure: County highway 186,  Year Built: 1994,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF TALLAHOMA CK,  Facility Carried by Structure: JASPER CO. 1537
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000019,  Location: SEC 13 T 2N R10E (Lat: 32.010667,  Lng: -89.221472),  Route carried "on" structure: County highway 193,  Year Built: 1999,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF TALLAHOMA CK,  Facility Carried by Structure: JASPER CO. 1519
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $300,000 ( Estimate for 2020)

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Structure Number: SA310000000002,  Location: SEC 14 T 2N R10E (Lat: 32.012556,  Lng: -89.239111),  Route carried "on" structure: County highway 193,  Year Built: 2006,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHOMA CREEK,  Facility Carried by Structure: JASPER CO. 1519
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $539,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000021,  Location: SEC 14 T 2N R10E (Lat: 32.013194,  Lng: -89.242250),  Route carried "on" structure: County highway 193,  Year Built: 2001,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHOMO CREEK BRANCH,  Facility Carried by Structure: JASPER CO. 1519
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $300,000 ( Estimate for 2020)

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Structure Number: SA3100000000023,  Location: SEC 18 T 2N R10E (Lat: 32.019306,  Lng: -89.319722),  Route carried "on" structure: County highway 321,  Year Built: 2006,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHALA CK RELIEF,  Facility Carried by Structure: JASPER CO. 1523
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.11m (20.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $448,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000024,  Location: SEC 18 T 2N R10E (Lat: 32.019917,  Lng: -89.322194),  Route carried "on" structure: County highway 321,  Year Built: 2006,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2040),  Design Load: HS 20,  Features Intersected: WEST TALLAHALA CK RELIEF,  Facility Carried by Structure: JASPER CO. 1523
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $314,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000026,  Location: SEC 25 T 2N R10E B (Lat: 31.976611,  Lng: -89.233694),  Route carried "on" structure: County highway 201,  Year Built: 2005,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 525 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHOMO CREEK,  Facility Carried by Structure: JASPER CO. 2339
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $717,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000027,  Location: SEC 26 T 2N R10E B (Lat: 31.976611,  Lng: -89.237500),  Route carried "on" structure: County highway 201,  Year Built: 2005,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF TALLAHOMO CK,  Facility Carried by Structure: JASPER CO. 2339
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $170,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000028,  Location: SEC 32 T 2N R10E B (Lat: 31.965250,  Lng: -89.300278),  Route carried "on" structure: City street 205,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 970 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,455 (year 2040),  Design Load: HS 15,  Features Intersected: BRANCH OF ETEHOMO CREEK,  Facility Carried by Structure: 82 BAY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2020)

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Structure Number: SA3100000000029,  Location: SEC 35 T 2N R10E B (Lat: 31.975889,  Lng: -89.247139),  Route carried "on" structure: County highway 20,  Year Built: 1972,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH OF TALLAHOMO CK,  Facility Carried by Structure: JASPER CO. 2339
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 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: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 8.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $570,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3100000000036,  Location: SEC 19 T 2N R11E B (Lat: 32.004583,  Lng: -89.217972),  Route carried "on" structure: County highway 241,  Year Built: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 330 (year 2041),  Design Load: H 15,  Features Intersected: BCH OF TALLAHOMO CK,  Facility Carried by Structure: JASPER CO. 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.738,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $300,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3100000000038,  Location: SEC 31 T 2N R11E B (Lat: 31.966667,  Lng: -89.217222),  Route carried "on" structure: County highway 241,  Year Built: 2008,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 220 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 330 (year 2040),  Design Load: H 20,  Features Intersected: PINEY CREEK,  Facility Carried by Structure: JASPER CO. 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.232,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: January 2021,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $156,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000136,  Location: SEC 3 T 1N R10E (Lat: 31.957444,  Lng: -89.253472),  Route carried "on" structure: County highway 203,  Year Built: 2004,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 80 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 120 (year 2040),  Design Load: H 15,  Features Intersected: BCH OF TALLAHOMO CK,  Facility Carried by Structure: JASPER CO. RD. 528
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3100000000143,  Location: SEC 4 T 1N R10E (Lat: 31.958083,  Lng: -89.286389),  Route carried "on" structure: County highway 352,  Year Built: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,500 (year 2041),  Design Load: HS 20,  Features Intersected: ETEHOMO CREEK,  Facility Carried by Structure: JASPER CO. 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3100000000144,  Location: SEC 17 T 1N R10E (Lat: 31.925306,  Lng: -89.298222),  Route carried "on" structure: County highway 209,  Year Built: 2011,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 75 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: JASPER CO. 1515
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3100000000152,  Location: SEC 34 T 1N R10E (Lat: 31.961861,  Lng: -89.253444),  Route carried "on" structure: County highway 239,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF TALLAHOMA,  Facility Carried by Structure: CO. RD. 5282
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.180,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: SA6500000000034,  Location: SEC 24 T 1N R 9E (Lat: 31.906747,  Lng: -89.333678),  Route carried "on" structure: County highway 34,  Year Built: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 90 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 135 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF ROARING CREEK,  Facility Carried by Structure: SMITH CO. 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $400,000 ( Estimate for 2020)

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Structure Number: SA6500000000049,  Location: SEC 12 T 2N R 9E (Lat: 32.020469,  Lng: -89.324111),  Route carried "on" structure: County highway 52,  Year Built: 2006,  Status: Open,  Structure Length: 11.90m (39.04ft),  Average Daily Traffic: 220 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 330 (year 2040),  Design Load: HS 20,  Features Intersected: WEST TALLAHALLA CREEK,  Facility Carried by Structure: SMITH CO. 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.03m (42.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,720,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,920,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete