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

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Structure Number: 510032,  Location: IN PORT WENTWORTH CITY L (Lat: 32.172650,  Lng: -81.187100),  Route carried "on" structure: State highway 21,  Year Built: 1980,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 25,320 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SAINT AUGUSTINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 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: 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: July 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510033,  Location: IN PORT WENTWORTH CITY L (Lat: 32.172647,  Lng: -81.187308),  Route carried "on" structure: State highway 21,  Year Built: 1980,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 25,320 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SAINT AUGUSTINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 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: 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: July 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510034,  Location: 1 MI N OF PORT WENTWORTH (Lat: 32.183478,  Lng: -81.190519),  Route carried "on" structure: State highway 21,  Year Built: 1980,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 25,320 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $863,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,295,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510035,  Location: 1 MI N OF PORT WENTWORTH (Lat: 32.183219,  Lng: -81.190519),  Route carried "on" structure: State highway 21,  Year Built: 1980,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 25,320 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $863,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,295,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510036,  Location: 3 MI N OF PORT WENTWORTH (Lat: 32.217867,  Lng: -81.197556),  Route carried "on" structure: State highway 21,  Year Built: 1947,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 29,800 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,700 (year 2031),  Design Load: H 15,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 10 degrees,  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: 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: July 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 510054,  Location: 1 MI NE PORT WENTWORTH (Lat: 32.165397,  Lng: -81.154528),  Route carried "on" structure: State highway 25,  Year Built: 1922,  Year Reconstructed: 1954,  Status: Posted for load,  Structure Length: 44.65m (146.49ft),  Average Daily Traffic: 3,570 (year 2012),  Truck Traffic: 35%,  Average Future Daily Traffic: 5,355 (year 2032),  Design Load: HS 15,  Features Intersected: SAVANNAH RIVER,  Facility Carried by Structure: HOULIHAN BRIDGE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 32.187,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel continuous,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 49,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 34.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 84.92m (278.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: September 2019,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $5,724,000,  Roadway Improvement Cost: $572,000,  Total Project Cost: $8,586,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 510055,  Location: 1 MI NE PORT WENTWORTH (Lat: 32.165739,  Lng: -81.136547),  Route carried "on" structure: State highway 25,  Year Built: 1922,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 55.44m (181.89ft),  Average Daily Traffic: 5,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,610 (year 2031),  Design Load: HS 15,  Features Intersected: MIDDLE RIVER,  Facility Carried by Structure: OCEAN HIGHWAY
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: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 69,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $7,107,000,  Roadway Improvement Cost: $711,000,  Total Project Cost: $10,661,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 510069,  Location: 1.5 MI W INT I-95 & SR 21 (Lat: 32.194278,  Lng: -81.218769),  Route carried "on" structure: State highway 30,  Year Built: 1976,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 8,190 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,285 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,063,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,594,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51012,  Location: 1.6 MI S OF JCT SR 21 (Lat: 32.173289,  Lng: -81.209858),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 61,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,640 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: AUGUSTINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.200,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $865,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,298,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510121,  Location: 1.4 MI S OF JCT SR 21 (Lat: 32.174528,  Lng: -81.208528),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 61,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,640 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.200,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $895,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,343,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510122,  Location: 1.4 MI S OF JCT SR 21 (Lat: 32.174678,  Lng: -81.208697),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 61,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,640 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.200,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $895,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,343,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510123,  Location: 1.3 MI S OF JCT SR 21 (Lat: 32.175778,  Lng: -81.207489),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 61,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,640 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.200,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $905,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,358,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510124,  Location: 1.3 MI S OF JCT SR 21 (Lat: 32.175919,  Lng: -81.207669),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 61,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,640 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.200,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $905,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,358,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510125,  Location: INT I-95 & SR 21 (Lat: 32.191089,  Lng: -81.194706),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 45,740 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.419,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,606,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $2,409,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510126,  Location: INT I-95 & SR 21 (Lat: 32.191417,  Lng: -81.194767),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 45,740 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.419,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,606,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $2,409,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510127,  Location: 0.7 MI N OF JCT SR 21 (Lat: 32.198989,  Lng: -81.188119),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 45,740 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.419,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,014,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510128,  Location: 0.7 MI N OF JCT SR 21 (Lat: 32.199108,  Lng: -81.188308),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 45,740 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.419,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,014,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510129,  Location: 3.7 MI N OF JCT SR 21 (Lat: 32.229078,  Lng: -81.160228),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 33.74m (110.70ft),  Average Daily Traffic: 45,740 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: KNOXBORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.247,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 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,  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: July 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $5,505,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $8,257,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 51013,  Location: 3.7 MI N OF JCT SR 21 (Lat: 32.229419,  Lng: -81.160200),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 33.74m (110.70ft),  Average Daily Traffic: 45,740 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: KNOXBORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.247,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $5,505,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $8,257,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510138,  Location: 1 MI S INT I-95 & SR 21 (Lat: 32.180239,  Lng: -81.203950),  Route carried "on" structure: City street 4070,  Year Built: 1975,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,410 (year 2031),  Design Load: HS 15,  Features Intersected: I-95 (SR 405),  Facility Carried by Structure: MONTEITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,196,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,793,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 510158,  Location: 0.5 MI N OF JCT SR 21 (Lat: 32.196756,  Lng: -81.189942),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 45,740 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CHATHAM CO WATER LINES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.419,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Very good,  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: July 2020,  Bridge Improvement Cost: $278,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $417,000

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Structure Number: 515001,  Location: 4 MI N OF PORT WENTWORTH (Lat: 32.198658,  Lng: -81.187539),  Route carried "on" structure: County highway 4,  Year Built: 1976,  Status: Posted for load,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,140 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,710 (year 2031),  Design Load: HS 15,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: OLEARY 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: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.0m (32.8ft)

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: Equal to present desirable criteria,  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: July 2020,  Bridge Improvement Cost: $422,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $633,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51506,  Location: PORT WENWORTH C L (Lat: 32.163553,  Lng: -81.184592),  Route carried "on" structure: Business County highway 984,  Year Built: 2001,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 5,530 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,295 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 21, NORFORK SOUTHERN,  Facility Carried by Structure: JIMMY DELOACH PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,648,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $2,473,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 515098,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.163231,  Lng: -81.179517),  Route carried "on" structure: County highway 984,  Year Built: 2015,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 5,530 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,295 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SONNY DIXON INTERCHANGE,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $11,026,000,  Roadway Improvement Cost: $1,103,000,  Total Project Cost: $16,539,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 515099,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.160531,  Lng: -81.177667),  Route carried "on" structure: County highway 984,  Year Built: 2015,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 3,170 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,755 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ST. AUGUSTINE CREEK TRIB,  Facility Carried by Structure: JIMMY DELOACH CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $22,644,000,  Roadway Improvement Cost: $2,264,000,  Total Project Cost: $33,966,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5151,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.155250,  Lng: -81.176400),  Route carried "on" structure: County highway 984,  Year Built: 2015,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 5,530 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,295 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR-30 (BONNY BRIDGE ROAD,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 83.4 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $8,584,000,  Roadway Improvement Cost: $858,000,  Total Project Cost: $12,876,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 515101,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.153867,  Lng: -81.176181),  Route carried "on" structure: County highway 984,  Year Built: 2015,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,530 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,295 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILROA,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,656,000,  Roadway Improvement Cost: $1,066,000,  Total Project Cost: $15,984,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 515102,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.147317,  Lng: -81.173467),  Route carried "on" structure: County highway 984,  Year Built: 2015,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 8,380 (year 2017),  Truck Traffic: 1%,  Design Load: HS 20+Mod,  Features Intersected: CROSSGATE ROAD,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.5 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,028,000,  Roadway Improvement Cost: $903,000,  Total Project Cost: $13,542,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 515103,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.136831,  Lng: -81.166367),  Route carried "on" structure: County highway 984,  Year Built: 2015,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 5,530 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,295 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GRANGE ROAD,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,916,000,  Roadway Improvement Cost: $992,000,  Total Project Cost: $14,874,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 519001,  Location: GA/SC LN (Lat: 32.165861,  Lng: -81.129606),  Route carried "on" structure: State highway 170,  Year Built: 1925,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 60.56m (198.69ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,464 (year 2040),  Design Load: H 15,  Features Intersected: LITTLE BACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 76,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 60.56m (198.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1030025,  Location: 4 MI N OF JCT SR 21 (Lat: 32.236008,  Lng: -81.150597),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 87.02m (285.50ft),  Average Daily Traffic: 46,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 69,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SAVANNAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.247,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 25,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: November 2019,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $11,155,000,  Roadway Improvement Cost: $1,116,000,  Total Project Cost: $16,733,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1030026,  Location: 4 MI N OF JCT SR 21 (Lat: 32.236228,  Lng: -81.150769),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 87.02m (285.50ft),  Average Daily Traffic: 46,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 69,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SAVANNAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.247,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 25,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: November 2019,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $11,155,000,  Roadway Improvement Cost: $1,116,000,  Total Project Cost: $16,733,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510125,  Location: INT I-95 & SR 21 (Lat: 32.191089,  Lng: -81.194706),  Route carried "under" structure: State highway 21,  Structure Length: 0. m,  Average Daily Traffic: 24,700 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-95 NBL (SR 405),  Facility Carried by Structure: I-95 (NBL)
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 24.140,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 510126,  Location: INT I-95 & SR 21 (Lat: 32.191417,  Lng: -81.194767),  Route carried "under" structure: State highway 21,  Structure Length: 0. m,  Average Daily Traffic: 18,099 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-95 SBL (SR 405),  Facility Carried by Structure: I-95 (SBL)
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 24.140,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 510138,  Location: 1 MI S INT I-95 & SR 21 (Lat: 32.180239,  Lng: -81.203950),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 43,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-4070 MONTEITH ROAD,  Facility Carried by Structure: MONTEITH ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 173.809,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 510153,  Location: PORT WENTWORTH - W SECT. (Lat: 32.153328,  Lng: -81.180519),  Route carried "under" structure: State highway 21,  Structure Length: 0. m,  Average Daily Traffic: 35,650 (year 2011),  Truck Traffic: 1%,  Features Intersected: SR 21,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 19.312,  Length of Maximum Span: 0.0m

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Structure Number: 51506,  Location: PORT WENWORTH C L (Lat: 32.163553,  Lng: -81.184592),  Route carried "under" structure: State highway 21,  Structure Length: 0. m,  Average Daily Traffic: 36,680 (year 2010),  Truck Traffic: 10%,  Features Intersected: CR984/JIMMY DELOACH PWY,  Facility Carried by Structure: JIMMY DELOACH PKY
Minimum Vertical Clearance: 7.89m (25.89ft),  Kilometerpoint: 19.312,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 515098,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.163231,  Lng: -81.179517),  Route carried "under" structure: County highway 99999,  Structure Length: 0. m,  Average Daily Traffic: 36,680 (year 2010),  Truck Traffic: 10%,  Features Intersected: CR984/JIMMY DELOACH PWY,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 5151,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.155250,  Lng: -81.176400),  Route carried "under" structure: State highway 30,  Structure Length: 0. m,  Average Daily Traffic: 36,680 (year 2010),  Truck Traffic: 10%,  Features Intersected: CR984 (JIMMY DELOACH PWY,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 8.07m (26.48ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 515102,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.147317,  Lng: -81.173467),  Route carried "under" structure: County highway ,  Structure Length: 0. m,  Features Intersected: CR984 (JIMMY DELOACH PWY,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 515103,  Location: PORT WENTWORTH CITY LIMIT (Lat: 32.136831,  Lng: -81.166367),  Route carried "under" structure: State highway ,  Structure Length: 0. m,  Average Daily Traffic: 36,680 (year 2010),  Truck Traffic: 10%,  Features Intersected: CR984 (JIMMY DELOACH PWY,  Facility Carried by Structure: JIMMY DELOACH PARK
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 515112,  Location: PORT WENTWORTH JUNCTION (Lat: 32.142150,  Lng: -81.203231),  Route carried "under" structure: City street 651,  Structure Length: 0. m,  Truck Traffic: 1%,  Features Intersected: CS00651,  Facility Carried by Structure: AIRPORT RUNWAY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 2.478,  Length of Maximum Span: 0.0m