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

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Structure Number: 33003,  Location: 13 MI NE OF WAYNESBORO (Lat: 33.225531,  Lng: -81.856994),  Route carried "on" structure: Spur State highway 56,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,670 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,005 (year 2031),  Design Load: H 15,  Features Intersected: BOGGY GUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 335005,  Location: 9.7 MI N OF WAYNESBORO (Lat: 33.231192,  Lng: -81.999003),  Route carried "on" structure: County highway 35,  Year Built: 1971,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: H 15,  Features Intersected: McBEAN CREEK,  Facility Carried by Structure: OLD WAYNESBORO RD
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: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $531,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $797,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 335038,  Location: 3.7 MI E OF KEYSVILLE (Lat: 33.247439,  Lng: -82.169558),  Route carried "on" structure: County highway 456,  Year Built: 1972,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SPRING HILL BRANCH,  Facility Carried by Structure: SPRINGHILL CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 335044,  Location: 11.2 MI NE OF WAYNESBORO (Lat: 33.242050,  Lng: -81.947261),  Route carried "on" structure: State highway 56,  Year Built: 2001,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 6,360 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,540 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: McBEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.936,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 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: 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: June 2020,  Bridge Improvement Cost: $2,273,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $3,410,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 335047,  Location: 10.2 MI N OF WAYNESBORO (Lat: 33.236564,  Lng: -82.045333),  Route carried "on" structure: US 25,  Year Built: 2005,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 8,030 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,045 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: McBEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed 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: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,155,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 335052,  Location: 10.2 MI N OF WAYNESBORO (Lat: 33.236497,  Lng: -82.045100),  Route carried "on" structure: US 25,  Year Built: 2007,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 8,030 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,045 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MCBEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 11 degrees,  Material/Design: Prestressed 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: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.8 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: 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: June 2020,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,155,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 490032,  Location: 6 MI S OF JCT SR 94 (Lat: 30.441400,  Lng: -82.198250),  Route carried "on" structure: State highway 185,  Year Built: 1961,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,110 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BARBER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2021,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $270,000

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Structure Number: 490034,  Location: 2.5 MI S OF JCT SR 94 (Lat: 30.491900,  Lng: -82.199378),  Route carried "on" structure: State highway 185,  Year Built: 1961,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 350 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 525 (year 2032),  Design Load: H 15,  Features Intersected: JACQUIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $492,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 490038,  Location: CHARLTON-CAMDEN CO LINE (Lat: 30.945528,  Lng: -81.899000),  Route carried "on" structure: State highway 252,  Year Built: 1956,  Status: Open,  Structure Length: 24.48m (80.31ft),  Average Daily Traffic: 530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 795 (year 2032),  Design Load: HS 20,  Features Intersected: SATILLA RIVER,  Facility Carried by Structure: ALVA J HOPKIN BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 46.9m (153.9ft),  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: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 62.5 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: 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $3,137,000,  Roadway Improvement Cost: $314,000,  Total Project Cost: $4,706,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 490049,  Location: 5 MI S OF ST GEORGE (Lat: 30.640069,  Lng: -82.056428),  Route carried "on" structure: State highway 23,  Year Built: 1989,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 910 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,365 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.796,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: July 2021,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,407,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 735017,  Location: 0.1 MI W OF GORDON HWY (Lat: 33.429564,  Lng: -82.195294),  Route carried "on" structure: County highway 1314,  Year Built: 2005,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 940 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,410 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: PARHAM 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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 1630009,  Location: 7 MI NE OF WRENS (Lat: 33.277639,  Lng: -82.296719),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 22.07m (72.41ft),  Average Daily Traffic: 5,260 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,890 (year 2031),  Design Load: H 20,  Features Intersected: BRIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 62.27m (204.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $2,829,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $4,243,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1635054,  Location: 7 MI NE OF WRENS (Lat: 33.277700,  Lng: -82.296858),  Route carried "on" structure: US 1,  Year Built: 2001,  Status: Open,  Structure Length: 21.95m (72.01ft),  Average Daily Traffic: 5,260 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,890 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BRIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  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: 9,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $2,813,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $4,220,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895018,  Location: 5.3 MI S OF DEARING (Lat: 33.340828,  Lng: -82.353739),  Route carried "on" structure: US 221,  Year Built: 2006,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 1,420 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,130 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HEADSTALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 1895028,  Location: 7 MI SW OF DEARING (Lat: 33.311478,  Lng: -82.375508),  Route carried "on" structure: US 221,  Year Built: 2015,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 1,420 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2035),  Design Load: HL 93,  Features Intersected: BIG BRIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 15.2m (49.9ft),  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: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Length Of Structure Improvement: 16.46m (54.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $39,960,000,  Roadway Improvement Cost: $3,996,000,  Total Project Cost: $59,940,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450003,  Location: 2.6 MI W OF BLYTHE (Lat: 33.300525,  Lng: -82.248700),  Route carried "on" structure: US 1,  Year Built: 1949,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,260 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,390 (year 2032),  Design Load: H 15,  Features Intersected: SANDY RUN CREEK TRIB
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: 19.5m (64.0ft),  Skew: 14 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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $272,000

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Structure Number: 2450005,  Location: 4.7 MI NW OF HEPHZIBAH (Lat: 33.373258,  Lng: -82.138878),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 10,140 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,210 (year 2032),  Design Load: H 20,  Features Intersected: NORTH FORK SPIRIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $627,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450006,  Location: 7 MI N OF HEPHZIBAH (Lat: 33.413028,  Lng: -82.087125),  Route carried "on" structure: US 1,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 19,080 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,620 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  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: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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: 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: $418,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $627,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450007,  Location: 7 MI N OF HEPHZIBAH (Lat: 33.413111,  Lng: -82.087328),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 19,080 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,620 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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: 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: $418,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $627,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450008,  Location: 9.4 MI NE OF HEPHZIBAH (Lat: 33.438181,  Lng: -82.025544),  Route carried "on" structure: US 1,  Year Built: 1962,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 20,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,345 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.796,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: $693,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,039,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 245001,  Location: 8.8 MI N OF HEPHZIBAH (Lat: 33.441433,  Lng: -82.127519),  Route carried "on" structure: US 78,  Year Built: 1969,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 15,150 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,725 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: 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: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $469,000

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Structure Number: 2450011,  Location: 9.1 MI N OF HEPHZIBAH (Lat: 33.450469,  Lng: -82.073539),  Route carried "on" structure: US 78,  Year Built: 1973,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 27,880 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,820 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-520 (SR 415)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 38.5m (126.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $2,822,000,  Roadway Improvement Cost: $282,000,  Total Project Cost: $4,234,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450013,  Location: 10.5 MI NE OF HEPHZIBAH (Lat: 33.440222,  Lng: -81.994394),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 20,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,110 (year 2032),  Design Load: HS 20,  Features Intersected: NS RR. (734123P)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.5 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,247,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $3,370,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450014,  Location: 10.8 MI NE OF HEPHZIBAH (Lat: 33.441339,  Lng: -81.985525),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 20,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,110 (year 2032),  Design Load: HS 20,  Features Intersected: NS RR. (732964Y)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,140,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $3,211,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450015,  Location: 11.3 MI NE OF HEPHZIBAH (Lat: 33.446511,  Lng: -81.976700),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 25,920 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,880 (year 2032),  Design Load: HS 20,  Features Intersected: CSX RR (279452J)-OATS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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,  Underclear: 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: $1,381,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,071,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450016,  Location: 12.4 MI NE OF HEPHZIBAH (Lat: 33.461022,  Lng: -81.966181),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 25,920 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,880 (year 2032),  Design Load: HS 20,  Features Intersected: CR475 L.WALKER-CANAL-RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: $2,051,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $3,076,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450017,  Location: 13.1 MI NE OF HEPHZIBAH (Lat: 33.469269,  Lng: -81.958747),  Route carried "on" structure: US 1,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 19,970 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,955 (year 2032),  Design Load: HS 20,  Features Intersected: CR 2496 TELFAIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $924,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,386,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450018,  Location: 13.2 MI NE OF HEPHZIBAH (Lat: 33.470489,  Lng: -81.958158),  Route carried "on" structure: US 1,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Posted for load,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 19,970 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,955 (year 2032),  Design Load: HS 20,  Features Intersected: CR 2495 GREENE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,598,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,398,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450019,  Location: 13.3 MI NE OF HEPHZIBAH (Lat: 33.471425,  Lng: -81.957547),  Route carried "on" structure: US 1,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 19,970 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,955 (year 2032),  Design Load: HS 20,  Features Intersected: CR 2494 ELLIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $803,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,204,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 245002,  Location: 13.4 MI NE OF HEPHZIBAH (Lat: 33.472381,  Lng: -81.957050),  Route carried "on" structure: US 1,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 18,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,000 (year 2032),  Design Load: HS 20,  Features Intersected: SR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,577,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $2,366,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450021,  Location: 13.5 MI NE OF HEPHZIBAH (Lat: 33.475589,  Lng: -81.955397),  Route carried "on" structure: US 1,  Year Built: 1960,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 36.82m (120.80ft),  Average Daily Traffic: 18,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR2493 - SAVANNAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable 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: July 2021,  Bridge Improvement Cost: $7,294,000,  Roadway Improvement Cost: $729,000,  Total Project Cost: $10,942,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450022,  Location: 13.3 MI NE OF HEPHZIBAH (Lat: 33.471214,  Lng: -81.956978),  Route carried "on" structure: Ramp US 1,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,995 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 2494 ELLIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $435,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450023,  Location: 13.3 MI NE OF HEPHZIBAH (Lat: 33.471481,  Lng: -81.957800),  Route carried "on" structure: Ramp US 1,  Year Built: 1957,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 460 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 690 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 2494 ELLIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $307,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $460,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450025,  Location: 13 MI NE OF HEPHZIBAH (Lat: 33.483619,  Lng: -81.990989),  Route carried "on" structure: County highway 2720,  Year Built: 1935,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 3,010 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,515 (year 2032),  Design Load: H 20,  Features Intersected: AUGUSTA CANAL,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.39m (152.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $1,220,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,830,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2450026,  Location: 13.2 MI NE OF HEPHIZIBAH (Lat: 33.492086,  Lng: -82.009497),  Route carried "on" structure: County highway 2720,  Year Built: 1957,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 8,110 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,165 (year 2032),  Design Load: HS 20,  Features Intersected: RAES CREEK,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $931,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,397,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450027,  Location: 13.1 MI NE OF HEPHIZIBAH (Lat: 33.492103,  Lng: -82.010536),  Route carried "on" structure: County highway 2678,  Year Built: 1916,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 3,430 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,145 (year 2032),  Design Load: H 15,  Features Intersected: RAES CREEK,  Facility Carried by Structure: BROAD STREET
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: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  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: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $451,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2450029,  Location: 8.9 MI SE OF HEPHZIBAH (Lat: 33.264003,  Lng: -81.954517),  Route carried "on" structure: State highway 56,  Year Built: 1968,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,305 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MCBEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  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: 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: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $309,000

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Structure Number: 2450032,  Location: 7.1 MI NE OF HEPHZIBAH (Lat: 33.384067,  Lng: -82.003497),  Route carried "on" structure: State highway 56,  Year Built: 1959,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 30,290 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,435 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: $1,208,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,812,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2450033,  Location: 7.9 MI NE OF HEPHZIBAH (Lat: 33.401322,  Lng: -82.005761),  Route carried "on" structure: State highway 56,  Year Built: 1981,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 16,370 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,555 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-520 (SR 415) & ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.7 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,272,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $3,408,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay