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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 110m361ftTotal length
  • $13,494,000Total costs
  • 259,640Total average daily traffic
  • 3,541Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cumming
  • No street view available for this location

New bridges - Historical Statistics

  • 21950-1959
  • 101970-1979
  • 11980-1989
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 1170001,  Location: 6 MI SW OF CUMMING (Lat: 35.537978,  Lng: -84.237800),  Route carried "on" structure: State highway 9,  Year Built: 1975,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 11,410 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,115 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BIG CREEK,  Facility Carried by Structure: ATLANTA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.674,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: July 13,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $328,000 ( Estimate for 2013)
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Structure Number: 1170002,  Location: IN NE CUMMING CTY LMTS (Lat: 34.228758,  Lng: -85.235500),  Route carried "on" structure: State highway 9,  Year Built: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 12,460 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,690 (year 2032),  Design Load: H 15,  Features Intersected: SAWNEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.112,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: Good,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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: July 13,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000 ( Estimate for 2013)
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Structure Number: 117001,  Location: FORSYTH-HALL CO LINE (Lat: 34.312339,  Lng: -83.949689),  Route carried "on" structure: State highway 53,  Year Built: 1956,  Status: Open,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 12,890 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,335 (year 2032),  Design Load: HS 20,  Features Intersected: CHESTATEE R (LK LANIER),  Facility Carried by Structure: BOLLING BRIDGE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.786,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 74.3m (243.8ft),  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: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 32.21m (105.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 13,  Critical Feature Inspection Date: October 14,  Underwater Inspection Date: July 12,  Bridge Improvement Cost: $3,126,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $4,689,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1170012,  Location: SE CUMMING CITY LIMITS (Lat: 34.198319,  Lng: -85.242267),  Route carried "on" structure: County highway 87,  Year Built: 1974,  Status: Open,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 2,010 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,015 (year 2032),  Design Load: H 20,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: MARY ALICE PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.059,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $1,211,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,817,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 117003,  Location: 8 MI NE OF CUMMING (Lat: 34.305600,  Lng: -84.684689),  Route carried "on" structure: US 19,  Year Built: 1979,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 31,600 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SETTINGDOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.917,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $208,000 ( Estimate for 2013)
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Structure Number: 1170035,  Location: SE CUMMING CITY LIMITS (Lat: 34.193658,  Lng: -85.262144),  Route carried "on" structure: County highway 2347,  Year Built: 1974,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 8,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,180 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: BUFORD DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $1,356,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,034,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1170039,  Location: EAST CUMMING CTY LMTS (Lat: 34.209119,  Lng: -85.208178),  Route carried "on" structure: County highway 2704,  Year Built: 1974,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 11,990 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,985 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: BALDRIDGE RD (EBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.154,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,969,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 117004,  Location: EAST CUMMING CTY LMTS (Lat: 34.209350,  Lng: -8.789667),  Route carried "on" structure: County highway 2704,  Year Built: 1974,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 11,220 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,830 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: BALDRIDGE RD (WBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.156,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,969,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 117503,  Location: 2 MI SE OF CUMMING (Lat: 34.192700,  Lng: -85.098744),  Route carried "on" structure: County highway 894,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: NO NAME CREEK,  Facility Carried by Structure: BRIARWOOD TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.135,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to 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: July 13,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000 ( Estimate for 2013)
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Structure Number: 1175034,  Location: NE CUMMINGS/CS 672@ 1.85 (Lat: 34.224589,  Lng: -85.095944),  Route carried "on" structure: City street 672,  Year Built: 2007,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 3,910 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,865 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SAWNEE CREEK,  Facility Carried by Structure: PILGRIM MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000 ( Estimate for 2013)
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Structure Number: 1170012,  Location: SE CUMMING CITY LIMITS (Lat: 34.198319,  Lng: -85.242267),  Route carried "under" structure: US 19,  Year Built: 1974,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 37,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: CR 87 MARY ALICE PARK RD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.547,  Lanes on structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 1170035,  Location: SE CUMMING CITY LIMITS (Lat: 34.193658,  Lng: -85.262144),  Route carried "under" structure: US 19,  Year Built: 1974,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 37,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: FAS 2347 BUFORD DAM RD
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 1.481,  Lanes on structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1170039,  Location: EAST CUMMING CTY LIMITS (Lat: 34.209119,  Lng: -85.208178),  Route carried "under" structure: US 19,  Year Built: 1974,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 37,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: S-2704 BALDRIDGE RD EB
Minimum Vertical Clearance: 0.08m (0.26ft),  Kilometerpoint: 1.676,  Lanes on structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 117004,  Location: EAST CUMMING CTY LIMITS (Lat: 34.209350,  Lng: -8.789667),  Route carried "under" structure: US 19,  Year Built: 1974,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 41,100 (year 2000),  Truck Traffic: 1%,  Features Intersected: S-2704 BALDRIDGE RD WB
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 1.679,  Lanes on structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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