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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 14
Total length: 93 meters (305ft)
Total costs: $3,000
Total average daily traffic: 606,420
Total average daily truck traffic: 2,763
National Bridge Inventory (NBI) Registered Bridges for Pooler

New bridges - Historical Statistics

  • 1970-1979: 12
  • 1980-1989: 0
  • 1990-1999: 2

Reconstructed bridges - Historical Statistics

  • 1980-1989: 1
  • 1990-1999: 6

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 510041,  Location: 10 MI NW OF SAVANNAH (Lat: 32.095533,  Lng: -81.236850),  Route carried "on" structure: City street 4068,  Year Built: 1975,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 1,530 (year 2005),  Average Future Daily Traffic: 2,295 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR 405),  Facility Carried by Structure: PINE BARREN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.936,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510109,  Location: 7 MI W OF SAVANNAH (Lat: 32.073833,  Lng: -81.245900),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 65,380 (year 2005),  Average Future Daily Traffic: 98,070 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-16 (SR 404)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.974,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510111,  Location: 10 MI NE OF SAVANNAH (Lat: 32.115667,  Lng: -81.236633),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 65,380 (year 2005),  Average Future Daily Traffic: 98,070 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL OF GEORGIA R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.299,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510112,  Location: 10 MI NE OF SAVANNAH (Lat: 32.116000,  Lng: -81.237000),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 65,380 (year 2005),  Average Future Daily Traffic: 98,070 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL OF GEORGIA R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.300,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510113,  Location: 10.5 MI NW OF SAVANNAH (Lat: 32.112133,  Lng: -81.237650),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 67,100 (year 2005),  Average Future Daily Traffic: 100,650 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR 26 (US 80)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.416,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510114,  Location: 10.5 MI NW OF SAVANNAH (Lat: 32.112200,  Lng: -81.237983),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 67,100 (year 2005),  Average Future Daily Traffic: 100,650 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR 26 (US 80)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.418,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510115,  Location: 1 MI N OF POOLER (Lat: 32.131733,  Lng: -81.239533),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 71,980 (year 2007),  Average Future Daily Traffic: 107,970 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PIPE MAKERS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.637,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2006,  Other Special Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 510116,  Location: 1 MI N OF POOLER (Lat: 32.131550,  Lng: -81.239800),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 71,980 (year 2007),  Average Future Daily Traffic: 107,970 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PIPE MAKERS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.638,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2006,  Other Special Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 51505,  Location: 2 MI N.E. OF POOLER (Lat: 32.171500,  Lng: -81.279800),  Route carried "on" structure: Business County highway 984,  Year Built: 1997,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 9,200 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,800 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: PIPEMAKERS CANAL TRIB.,  Facility Carried by Structure: JIMMY DELOACH PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.337,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: July 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 515054,  Location: .5 MI N OF POOLER (Lat: 32.128717,  Lng: -81.258633),  Route carried "on" structure: County highway 1269,  Year Built: 1997,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 7,000 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,500 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: PIPEMAKERS CANAL,  Facility Carried by Structure: POOLER BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: July 2006
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Structure Number: 510041,  Location: 10 MI NW OF SAVANNAH (Lat: 32.095533,  Lng: -81.236850),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 45,400 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-4068 PINE BARREN
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 16.234,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 510109,  Location: 7 MI W OF SAVANNAH (Lat: 32.073833,  Lng: -81.245900),  Route carried "under" structure: Interstate 16,  Year Built: 1970,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 25,100 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-95 (SR 405)
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 25.317,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 510113,  Location: 10.5 MI NW OF SAVANNAH (Lat: 32.112133,  Lng: -81.237650),  Route carried "under" structure: US 80,  Year Built: 1976,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 21,290 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-95 NBL (SR 405)
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.913,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 510114,  Location: 10.5 MI NW OF SAVANNAH (Lat: 32.112200,  Lng: -81.237983),  Route carried "under" structure: US 80,  Year Built: 1976,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 22,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-95 SBL (SR 405)
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.091,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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