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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 78 meters (256ft)
Total costs: $367,000
Total average daily traffic: 118,110
Total average daily truck traffic: 2,431
Total future (year 2017) average daily traffic: 177,165
National Bridge Inventory (NBI) Registered Bridges for Rockmart

New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 1
  • 1960-1969: 3
  • 1970-1979: 3
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 5

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1
  • 2000-2009: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 2330015,  Location: 1 MI W SR 101 IN ROCKMART (Lat: 33.998333,  Lng: -85.052800),  Route carried "on" structure: Business US 278,  Year Built: 1958,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 7,940 (year 2007),  Average Future Daily Traffic: 11,910 (year 2027),  Design Load: H 15,  Features Intersected: EUHARLEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.252,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2330016,  Location: .2 MI W SR101 @ ROCKMART (Lat: 33.996400,  Lng: -85.042833),  Route carried "on" structure: Business US 278,  Year Built: 1938,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 11,940 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,910 (year 2017),  Design Load: H 15,  Features Intersected: EUHARLEE CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.352,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  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 2007
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Structure Number: 2330017,  Location: IN S ROCKMART TO VANWERT (Lat: 33.994583,  Lng: -85.041317),  Route carried "on" structure: County highway 226,  Year Built: 1938,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,770 (year 2007),  Average Future Daily Traffic: 7,155 (year 2027),  Design Load: H 15,  Features Intersected: EUHARLEE CREEK TRIB.,  Facility Carried by Structure: OLD SR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.654,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  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: December 2007
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Structure Number: 2330031,  Location: IN WEST ROCKMART (Lat: 34.010383,  Lng: -85.059267),  Route carried "on" structure: US 278,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 14,590 (year 2007),  Average Future Daily Traffic: 21,885 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: EUHARLEE CREEK TRIB.,  Facility Carried by Structure: NATHAN DEAN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Better than 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 2007
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Structure Number: 2330033,  Location: IN WEST ROCKMART (Lat: 34.010850,  Lng: -85.067833),  Route carried "on" structure: US 278,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 15.02m (49.28ft),  Average Daily Traffic: 14,590 (year 2007),  Average Future Daily Traffic: 21,885 (year 2027),  Design Load: HS 20,  Features Intersected: EUHARLEE CREEK,  Facility Carried by Structure: EB NATHAN DEAN BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.713,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2330035,  Location: IN WEST ROCKMART (Lat: 34.018333,  Lng: -85.060983),  Route carried "on" structure: County highway 693,  Year Built: 1969,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 3,780 (year 2007),  Average Future Daily Traffic: 5,670 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: MORGAN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.201,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2330036,  Location: IN WEST ROCKMART (Lat: 33.997700,  Lng: -85.053917),  Route carried "on" structure: County highway 693,  Year Built: 1970,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 3,500 (year 2007),  Average Future Daily Traffic: 5,250 (year 2027),  Design Load: HS 20,  Features Intersected: EUHARLEE CREEK,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.302,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 45.9 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2335024,  Location: IN SOUTH ROCKMART (Lat: 33.992700,  Lng: -85.056283),  Route carried "on" structure: County highway 212,  Year Built: 1965,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 620 (year 2007),  Average Future Daily Traffic: 930 (year 2027),  Features Intersected: THOMPSON CR-SILVER COMET,  Facility Carried by Structure: HUTCHINGS MOUNTAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.07m (26.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $152,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2335048,  Location: IN NORTH ROCKMART (Lat: 33.998217,  Lng: -85.076667),  Route carried "on" structure: City street 653,  Year Built: 1920,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 620 (year 2007),  Average Future Daily Traffic: 930 (year 2027),  Design Load: H 15,  Features Intersected: EUHARLEE CREEK TRIB.,  Facility Carried by Structure: N. MARBLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Roadway Improvement Cost: $135,000,  Total Project Cost: $152,000
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Structure Number: 2335049,  Location: IN SOUTH ROCKMART (Lat: 33.997617,  Lng: -85.044350),  Route carried "on" structure: City street 654,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 620 (year 2007),  Average Future Daily Traffic: 930 (year 2027),  Features Intersected: EUHARLEE CREEK TRIB.,  Facility Carried by Structure: JONES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.107,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 233507,  Location: IN WEST ROCKMART (Lat: 34.009467,  Lng: -85.057783),  Route carried "on" structure: US 278,  Year Built: 2004,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 14,590 (year 2007),  Average Future Daily Traffic: 21,885 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SOUTHERN RAILROAD,  Facility Carried by Structure: WB NATHAN DEAN BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.654,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2335071,  Location: IN WEST ROCKMART (Lat: 34.010933,  Lng: -85.055467),  Route carried "on" structure: Alternate US 278,  Year Built: 2003,  Status: Open,  Structure Length: 8.65m (28.38ft),  Average Daily Traffic: 13,760 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,640 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: EUHARLEE CREEK OVERFLOW,  Facility Carried by Structure: NATHAN DEAN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.681,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2335072,  Location: IN WEST ROCKMART (Lat: 34.011050,  Lng: -85.068500),  Route carried "on" structure: US 278,  Year Built: 2003,  Status: Open,  Structure Length: 15.02m (49.28ft),  Average Daily Traffic: 14,590 (year 2007),  Average Future Daily Traffic: 21,885 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: EUHARLEE CREEK,  Facility Carried by Structure: WB NATHAN DEAN BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.715,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2335073,  Location: IN WEST ROCKMART (Lat: 34.009467,  Lng: -85.057783),  Route carried "on" structure: US 278,  Year Built: 2005,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 5,850 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,775 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: SOUTHERN RAILROAD,  Facility Carried by Structure: EB NATHAN DEAN BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.652,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2335074,  Location: IN WEST ROCKMART (Lat: 34.010933,  Lng: -85.055467),  Route carried "on" structure: US 278,  Year Built: 2005,  Status: Open,  Structure Length: 8.65m (28.38ft),  Average Daily Traffic: 6,350 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,525 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: EUHARLEE CREEK OVERFLOW,  Facility Carried by Structure: NATHAN DEAN PARKWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.679,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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