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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 89ft / 26.9mTotal length
  • $6,109,000Total costs
  • 208,710Total average daily traffic
  • 7,831Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Palmetto
  • No street view available for this location

New bridges in Palmetto, GA - historical statistics
  • New bridges - historical statistics
  • 51960-1969
  • 11990-1999
  • 22000-2009
Average Bridge Daily Traffic in Palmetto, GA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.0%Good
  • 80.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Very good
  • 40.0%Good
  • 40.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 80.0%Good
  • 20.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 60.0%Very good
  • 20.0%Good
  • 20.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Very good
  • 33.3%Good
  • 33.3%Satisfactory
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Structure Number: 770051,  Location: 3.5 MI S OF PALMETTO (Lat: 33.461039,  Lng: -84.673908),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 70,800 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 106,200 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.295,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Good,  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: Febuary 2021,  Bridge Improvement Cost: $278,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $417,000
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Structure Number: 770066,  Location: 1 MI S OF PALMETTO (Lat: 33.500278,  Lng: -84.650019),  Route carried "on" structure: Spur County highway 846,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,295 (year 2032),  Design Load: H 15,  Features Intersected: PERSIMMON CREEK,  Facility Carried by Structure: WELDON 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: 7.3m (24.0ft),  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: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 770069,  Location: 2.2 MI S OF PALMETTO (Lat: 33.481156,  Lng: -84.657128),  Route carried "on" structure: County highway 1599,  Year Built: 1969,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: I-85,  Facility Carried by Structure: PALMETTO-TYRONE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,145,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,717,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 775137,  Location: 2 MI SE OF PALMETTO (Lat: 33.500119,  Lng: -84.638858),  Route carried "on" structure: County highway 846,  Year Built: 2001,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 8,040 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,060 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: COLLINSWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,286,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,929,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1215116,  Location: 3 MI SW OF FAIRBURN (Lat: 33.557519,  Lng: -84.633619),  Route carried "on" structure: County highway 1500,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 380 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 570 (year 2031),  Design Load: H 15,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: BISHOP ROAD
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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 42.06m (137.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1215188,  Location: AT PALMETTO CITY LIMITS (Lat: 33.526469,  Lng: -84.660219),  Route carried "on" structure: City street 1877,  Year Built: 1968,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD (50399M),  Facility Carried by Structure: PHIPPS ROAD
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: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $723,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,084,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1215274,  Location: 3 MI NE OF PALMETTO (Lat: 33.557708,  Lng: -84.655697),  Route carried "on" structure: County highway 650,  Year Built: 1995,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 15,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: ONO 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: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 20.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1215308,  Location: I MILE EAST OF PALMETTO (Lat: 33.522739,  Lng: -84.647308),  Route carried "on" structure: County highway 629,  Year Built: 2006,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PEEKS CREEK,  Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  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: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Very good,  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: October 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000
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Structure Number: 770069,  Location: 2.2 MI S OF PALMETTO (Lat: 33.481156,  Lng: -84.657128),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 56,500 (year 2011),  Truck Traffic: 1%,  Features Intersected: S-1599 PALMETTO-TYRONE R,  Facility Carried by Structure: PALMETTO-TYRONE RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 88.514,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 775137,  Location: 2 MI SE OF PALMETTO (Lat: 33.500119,  Lng: -84.638858),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 63,600 (year 2009),  Truck Traffic: 10%,  Features Intersected: FAS 846 COLLINSWORTH RD,  Facility Carried by Structure: COLLINSWORTH ROAD
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 90.123,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1210511,  Location: PALMETTO CITY LIMITS (Lat: 33.517547,  Lng: -84.669139),  Route carried "under" structure: County highway 846,  Structure Length: 0. m,  Average Daily Traffic: 2,370 (year 2011),  Truck Traffic: 1%,  Features Intersected: FAS 846 FAYETTEVILLE RD,  Facility Carried by Structure: CSX RR (50402T)
Minimum Vertical Clearance: 3.04m (9.97ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m

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Structure Number: 1215161,  Location: PALMETTO CITY LIMITS (Lat: 33.516289,  Lng: -84.669969),  Route carried "under" structure: City street 2020,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Features Intersected: CS 2020 CHURCH STREET,  Facility Carried by Structure: CSX RR (50403A)
Minimum Vertical Clearance: 3.30m (10.83ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 1215166,  Location: PALMETTO CITY LIMITS (Lat: 33.518700,  Lng: -84.668158),  Route carried "under" structure: City street 2062,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Features Intersected: CS 2062 THORNTON AVE.,  Facility Carried by Structure: CSX RR (50401L)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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