Bridge Statistics for Valdosta, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1855034,  Location: APP 6 MI NW OF VALDOSTA (Lat: 30.893808,  Lng: -83.366458),  Route carried "on" structure: County highway 775,  Year Built: 1985,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20,  Features Intersected: FRANKS CREEK,  Facility Carried by Structure: SHILOH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855041,  Location: VALDOSTA - WEST SECTION (Lat: 30.833639,  Lng: -83.303297),  Route carried "on" structure: City street 542,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,570 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,355 (year 2032),  Design Load: H 15,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: W MAGNOLIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: January 2022,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 1855042,  Location: VALDOSTA -WEST SECTION (Lat: 30.834319,  Lng: -83.287958),  Route carried "on" structure: City street 830,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,570 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,355 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: THIRD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000

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Structure Number: 1855044,  Location: 7 MI E OF VALDOSTA (Lat: 30.829919,  Lng: -83.228019),  Route carried "on" structure: US 41,  Year Built: 1989,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 8,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,750 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: INNER PERIMETER- U
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,020,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,531,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855045,  Location: 7 MI E OF VALDOSTA (Lat: 30.820750,  Lng: -83.229439),  Route carried "on" structure: US 41,  Year Built: 1989,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 6,950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,425 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: KNIGHT CREEK,  Facility Carried by Structure: INNER PERIMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $453,000

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Structure Number: 1855046,  Location: 8 MI E OF VALDOSTA (Lat: 30.804789,  Lng: -83.235108),  Route carried "on" structure: US 41,  Year Built: 1987,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,075 (year 2032),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: INNER PERIMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  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: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855047,  Location: 8 MI E OF VALDOSTA (Lat: 30.804847,  Lng: -83.235339),  Route carried "on" structure: US 41,  Year Built: 1987,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,075 (year 2032),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: INNER PERIMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  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: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 185505,  Location: 7 MI SE OF VALDOSTA (Lat: 30.751508,  Lng: -83.192497),  Route carried "on" structure: County highway 1,  Year Built: 1991,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DASHER CREEK,  Facility Carried by Structure: OLD LAKE PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: Febuary 2019,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $223,000

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Structure Number: 1855051,  Location: 3.5 MI E OF VALDOSTA (Lat: 30.900800,  Lng: -83.232200),  Route carried "on" structure: County highway 83,  Year Built: 1990,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 610 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 915 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHERRY CREEK,  Facility Carried by Structure: STALLINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 1855052,  Location: SOUTH VALDOSTA (Lat: 30.818139,  Lng: -83.272658),  Route carried "on" structure: City street 4906,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,210 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,315 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DUKES BAY CANAL,  Facility Carried by Structure: DAMPIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 1855053,  Location: NORTHSIDE CITY LIMITS VAL (Lat: 30.863478,  Lng: -83.292358),  Route carried "on" structure: City street 4906,  Year Built: 1998,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,770 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,655 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TWO MILE BRANCH,  Facility Carried by Structure: CS 1014 NORTH OAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000

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Structure Number: 1855054,  Location: VALDOSTA - SW SECTION (Lat: 30.794558,  Lng: -83.285269),  Route carried "on" structure: City street 4915,  Year Built: 1998,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,610 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,415 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MUD CREEK,  Facility Carried by Structure: CLYATTVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,087,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855055,  Location: NORTH WEST VALDOSTA (Lat: 30.836828,  Lng: -83.301247),  Route carried "on" structure: City street 555,  Year Built: 1999,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,590 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,885 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK TRIB,  Facility Carried by Structure: HIGHTOWER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1855058,  Location: VALDOSTA - NW SECTION (Lat: 30.863297,  Lng: -83.301878),  Route carried "on" structure: City street 962,  Year Built: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,240 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,360 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: Febuary 2019,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 1855059,  Location: APP 4 MI NW OF VALDOSTA (Lat: 30.851700,  Lng: -83.342039),  Route carried "on" structure: State highway 133,  Year Built: 2000,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 11,020 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,530 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WITHLACOOCHEE RIVER O/F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,691,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $2,536,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 185506,  Location: APP 4 MI NW OF VALDOSTA (Lat: 30.850200,  Lng: -83.339747),  Route carried "on" structure: State highway 133,  Year Built: 2000,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 11,020 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,530 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WITHLACOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,778,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $4,166,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855066,  Location: SE VALDOSTA-LITTLE MIAMI (Lat: 30.813578,  Lng: -83.269539),  Route carried "on" structure: City street 572,  Year Built: 2004,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 380 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 570 (year 2032),  Features Intersected: DUKES BAY CANAL,  Facility Carried by Structure: SMITH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855067,  Location: APP 7 MI N OF VALDOSTA (Lat: 30.937228,  Lng: -83.327669),  Route carried "on" structure: County highway 31,  Year Built: 2006,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 60 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 90 (year 2032),  Features Intersected: BAY BRANCH,  Facility Carried by Structure: DOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 185507,  Location: APP 3 MI SW OF BARRETTS (Lat: 30.990128,  Lng: -83.244950),  Route carried "on" structure: County highway 577,  Year Built: 2005,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,590 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,885 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CAT CREEK,  Facility Carried by Structure: CAT CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,125,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855074,  Location: VALDOSTA - NE SECTION (Lat: 30.848628,  Lng: -83.278178),  Route carried "on" structure: City street 1006,  Year Built: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,970 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ONE MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000

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Structure Number: 1855076,  Location: WEST SIDE OF REMERTON (Lat: 30.840419,  Lng: -83.306578),  Route carried "on" structure: County highway 555,  Year Built: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,925 (year 2032),  Design Load: H 15,  Features Intersected: ONE MILE BRANCH,  Facility Carried by Structure: ONE MILE BRANCH RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 1855078,  Location: 5 MILES NORTH OF VALDOSTA (Lat: 30.912869,  Lng: -83.263378),  Route carried "on" structure: County highway 1268,  Year Built: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,930 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1855079,  Location: 5 MIILE NORTH OF VALDOSTA (Lat: 30.933128,  Lng: -83.288919),  Route carried "on" structure: County highway 781,  Year Built: 2009,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 2,280 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,420 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WITHLACOOCHEE RIVER,  Facility Carried by Structure: STATEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: January 2022,  Bridge Improvement Cost: $2,344,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $3,516,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 185508,  Location: 5.2 MILE NORTH OF VALDOST (Lat: 30.935619,  Lng: -83.289178),  Route carried "on" structure: County highway 781,  Year Built: 2009,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 2,280 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,420 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WITHLACOOCHEE RIVER O/F,  Facility Carried by Structure: STATEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: January 2022,  Bridge Improvement Cost: $1,407,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,110,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855081,  Location: 5 MILE NORTH OF VALDOSTA (Lat: 30.937639,  Lng: -83.290289),  Route carried "on" structure: County highway 781,  Year Built: 2009,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,280 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,420 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WITHLACOOCHEE RIVER,  Facility Carried by Structure: STATEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: January 2022,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,172,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855085,  Location: 8.1 MI N OF VALDOSTA (Lat: 30.949069,  Lng: -83.272247),  Route carried "on" structure: County highway 1268,  Year Built: 2011,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WITHLACOOCHEE RIVER,  Facility Carried by Structure: SKIPPER BRIDGE ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,735,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $4,103,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855086,  Location: VALDOSTA - SOUTH SECTION (Lat: 30.812200,  Lng: -83.267153),  Route carried "on" structure: City street 1191,  Year Built: 2014,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 950 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,500 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DUKES BAY CANAL,  Facility Carried by Structure: TUCKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 1855087,  Location: SW VALDOSTA (Lat: 30.826867,  Lng: -83.288867),  Route carried "on" structure: US 84,  Year Built: 2014,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 20,700 (year 2014),  Truck Traffic: 45%,  Average Future Daily Traffic: 29,850 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.07m (39.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $29,304,000,  Roadway Improvement Cost: $2,930,000,  Total Project Cost: $43,956,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1855093,  Location: 5 MI N OF VALDOSTA (Lat: 30.894678,  Lng: -83.355708),  Route carried "on" structure: US 41,  Year Built: 2019,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 23,700 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 35,100 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 22)
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 40.234,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.39m (30.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $22,792,000,  Roadway Improvement Cost: $2,279,000,  Total Project Cost: $34,188,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1850002,  Location: CITY OF VALDOSTA (Lat: 30.827758,  Lng: -83.277000),  Route carried "under" structure: City street 1354,  Structure Length: 0. m,  Average Daily Traffic: 830 (year 1999),  Truck Traffic: 2%,  Features Intersected: SR 7,  Facility Carried by Structure: US 41 - SR 7 BUSSI
Minimum Vertical Clearance: 8.45m (27.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1850002,  Location: CITY OF VALDOSTA (Lat: 30.827758,  Lng: -83.277000),  Route carried "under" structure: City street 1199,  Structure Length: 0. m,  Average Daily Traffic: 830 (year 1999),  Truck Traffic: 2%,  Features Intersected: SR 7,  Facility Carried by Structure: US 41 - SR 7 BUSSI
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1850002,  Location: CITY OF VALDOSTA (Lat: 30.827758,  Lng: -83.277000),  Route carried "under" structure: City street 4912,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2010),  Truck Traffic: 2%,  Features Intersected: SR 7 (US 41),  Facility Carried by Structure: US 41 - SR 7 BUSSI
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1850012,  Location: APP 5 MI S OF VALDOSTA (Lat: 30.750958,  Lng: -83.273628),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 31 NBL,  Facility Carried by Structure: SR 31 (NBL)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 17.703,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 1850013,  Location: APP 5 MI S OF VALDOSTA (Lat: 30.751178,  Lng: -83.273750),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 34,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 31 SBL,  Facility Carried by Structure: SR 31 (SBL)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 17.703,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 185002,  Location: APP 2 MI NW OF VALDOSTA (Lat: 30.844969,  Lng: -83.330747),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 39,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 133,  Facility Carried by Structure: SR 133
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 28.968,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1850047,  Location: VALDOSTA - WESTSIDE (Lat: 30.818058,  Lng: -83.316708),  Route carried "under" structure: US 84,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2010),  Truck Traffic: 1%,  Features Intersected: I-75,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 14.484,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 1850088,  Location: VALDOSTA STATE COLLEGE (Lat: 30.845978,  Lng: -83.290139),  Route carried "under" structure: City street 4901,  Structure Length: 0. m,  Average Daily Traffic: 10,260 (year 2012),  Truck Traffic: 1%,  Features Intersected: M-4901,  Facility Carried by Structure: COLLEGE PEDESTRIAN
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.219,  Length of Maximum Span: 0.0m

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Structure Number: 1850094,  Location: APP 4 MI SW OF VALDOSTA (Lat: 30.777358,  Lng: -83.295619),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 38,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: S2674 OLD CLYATTVILLE RD,  Facility Carried by Structure: OLD CLYATTVILLE RD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 20.921,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1855093,  Location: 5 MI N OF VALDOSTA (Lat: 30.894678,  Lng: -83.355708),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 44,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 7 (US 41),  Facility Carried by Structure: US 41 - SR 7
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 35.406,  Lanes on structure: 4,  Length of Maximum Span: 0.0m