Bridge Statistics for Lexington, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 570025,  Location: 0.2 MI. S. JCT.SR3345 (Lat: 35.811611,  Lng: -80.266472),  Route carried "on" structure: State highway 3346,  Year Built: 1936,  Status: Posted for load,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 16,000 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 32,000 (year 2025),  Design Load: H 15,  Features Intersected: WINSTON SALEM S.B.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $503,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $755,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570027,  Location: 0.5 MI.N.JCT.US29/70BUS (Lat: 35.835306,  Lng: -80.253333),  Route carried "on" structure: State highway 8,  Year Built: 1950,  Status: Posted for load,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 18,500 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 52,115 (year 2025),  Design Load: HS 15,  Features Intersected: US29,70,I85BUS.LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $607,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $911,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570039,  Location: 1.1 MI. S. JCT. NC8 (Lat: 35.831306,  Lng: -80.270472),  Route carried "on" structure: US 64,  Year Built: 1952,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 8,500 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 17,960 (year 2025),  Design Load: HS 15,  Features Intersected: US29&US70/I85BUS.LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $1,193,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570053,  Location: 0.7 MI. W. JCT. SR2726 (Lat: 35.834028,  Lng: -80.238361),  Route carried "on" structure: US 64,  Year Built: 1951,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,000 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,520 (year 2025),  Design Load: HS 20,  Features Intersected: SR3346
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  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: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $532,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $798,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570074,  Location: .8 MI. S. JCT. NC8 (Lat: 35.834194,  Lng: -80.265722),  Route carried "on" structure: Bypass US 29,  Year Built: 1950,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 12,500 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,000 (year 2025),  Design Load: HS 20,  Features Intersected: SR1242 & MICHAELS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  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: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $752,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $1,128,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570076,  Location: 0.8 MI. S. JCT. NC8 (Lat: 35.833611,  Lng: -80.265389),  Route carried "on" structure: Bypass US 29,  Year Built: 2006,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 11,500 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,080 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR1242
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57008,  Location: 0.1 MI.E.JCT.US29/70BUS. (Lat: 35.833306,  Lng: -80.237306),  Route carried "on" structure: US 64,  Year Built: 1951,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 13,000 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,520 (year 2025),  Design Load: HS 15,  Features Intersected: US29/70NBL,I85BUS.LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  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: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $422,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $633,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570087,  Location: 0.5 MI. S. JCT. NC8 (Lat: 35.833889,  Lng: -80.262083),  Route carried "on" structure: Bypass US 29,  Year Built: 1950,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 25,000 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,000 (year 2025),  Design Load: HS 20,  Features Intersected: WSSB RAILROAD
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: 7.3m (24.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $464,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $696,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570089,  Location: 0.5 MI.N.JCT.NC8 (Lat: 35.834111,  Lng: -80.262167),  Route carried "on" structure: Bypass US 29,  Year Built: 1950,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 25,000 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,843 (year 2025),  Design Load: HS 20,  Features Intersected: WSSB RR
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: 7.3m (24.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $464,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $696,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570118,  Location: 0.8 MI. N. JCT. NC8 (Lat: 35.833306,  Lng: -80.240083),  Route carried "on" structure: Bypass US 29,  Year Built: 1950,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 22,500 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 44,500 (year 2025),  Design Load: HS 20,  Features Intersected: SR3346
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $843,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $1,265,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570183,  Location: 0.1MI.E.JCT.NC8 (Lat: 35.807222,  Lng: -80.264611),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,000 (year 1988),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: WINSTON-SALEM SB RAILWAY,  Facility Carried by Structure: HICKORY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570186,  Location: 0.1MI.E.JCT.US29B-US70B (Lat: 35.810694,  Lng: -80.266056),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 1,500 (year 1988),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2025),  Features Intersected: WINSTON SALEM SB RAILWAY,  Facility Carried by Structure: S.SALISBURY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570193,  Location: 0.4 MI.W.JCT.NC8 (Lat: 35.839778,  Lng: -80.259750),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,500 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: WINSTON-SALEM SB RAILWAY,  Facility Carried by Structure: SWING DAIRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57037,  Location: 0.1 MI. W. JCT. NC8 (Lat: 35.791056,  Lng: -80.264278),  Route carried "on" structure: State highway 1260,  Year Built: 1967,  Status: Posted for load,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 800 (year 1987),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,440 (year 2025),  Design Load: HS 15,  Features Intersected: WINSTON SALEM SB RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 570424,  Location: 0.8 MI. E. JCT. US29B (Lat: 35.814389,  Lng: -80.246611),  Route carried "on" structure: State highway 1243,  Year Built: 1953,  Status: Posted for load,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 13,000 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,596 (year 2025),  Design Load: HS 15,  Features Intersected: NC8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $554,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570444,  Location: 0.5 MI. W. JCT.I85BUS (Lat: 35.823694,  Lng: -80.266500),  Route carried "on" structure: State highway 1192,  Year Built: 1936,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 8,100 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,200 (year 2025),  Design Load: H 15,  Features Intersected: WINSTON SALEM SB RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $317,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $476,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57046,  Location: 0.4 MI.N.JCT.BROWN ST. (Lat: 35.794806,  Lng: -80.286389),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,400 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,931 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF SWEARING CREEK,  Facility Carried by Structure: HENRY LINK ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 41.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006

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Structure Number: 570498,  Location: 0.2 MI. N. JCT. SR1243 (Lat: 35.815167,  Lng: -80.230028),  Route carried "on" structure: State highway 1242,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,000 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,050 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: MICHAEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 570521,  Location: 0.5 MI.W.JCT.SR1104 (Lat: 35.799333,  Lng: -80.273278),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,100 (year 1989),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,850 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RAT SPRING BRANCH,  Facility Carried by Structure: MOORE DR.(SR1256)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006

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Structure Number: 570027,  Location: 0.5 MI.N.JCT.US29/70BUS (Lat: 35.835306,  Lng: -80.253333),  Route carried "under" structure: US 29,  Year Built: 1950,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 25,500 (year 2004),  Features Intersected: US29/US70/I85 BUS.,  Facility Carried by Structure: NC8
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 570039,  Location: 1.1 MI. S. JCT. NC8 (Lat: 35.831306,  Lng: -80.270472),  Route carried "under" structure: Bypass US 29,  Year Built: 1952,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 20,000 (year 2004),  Features Intersected: US29/US70/I85BUS.LOOP,  Facility Carried by Structure: US64 EBL&RAMP WBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 570053,  Location: 0.7 MI. W. JCT. SR2726 (Lat: 35.834028,  Lng: -80.238361),  Route carried "under" structure: State highway 3346,  Year Built: 1951,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,000 (year 2004),  Features Intersected: SR3346,  Facility Carried by Structure: US64 WBL
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 570074,  Location: .8 MI. S. JCT. NC8 (Lat: 35.834194,  Lng: -80.265722),  Route carried "under" structure: State highway 1242,  Year Built: 1950,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 9,000 (year 2002),  Features Intersected: SR1242 & MICHAELS,  Facility Carried by Structure: US29&70/I85BUS.LP.
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 570076,  Location: 0.8 MI. S. JCT. NC8 (Lat: 35.833611,  Lng: -80.265389),  Route carried "under" structure: State highway 1242,  Year Built: 2006,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 5,200 (year 2004),  Features Intersected: SR1242,  Facility Carried by Structure: US29&70/I85BUS.LP.
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 57008,  Location: 0.1 MI.E.JCT.US29/70BUS. (Lat: 35.833306,  Lng: -80.237306),  Route carried "under" structure: Bypass US 29,  Year Built: 1951,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 13,000 (year 2004),  Features Intersected: US29/70NBL,I85BUS.LOOP,  Facility Carried by Structure: US64 WBL
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 570098,  Location: 0.2 MI. N. JCT. NC8 (Lat: 35.835528,  Lng: -80.251194),  Route carried "under" structure: Bypass US 29,  Year Built: 1951,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 26,000 (year 2004),  Truck Traffic: 12%,  Features Intersected: US29/70,I85BUS.LOOP,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 570118,  Location: 0.8 MI. N. JCT. NC8 (Lat: 35.833306,  Lng: -80.240083),  Route carried "under" structure: State highway 3346,  Year Built: 1950,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 13,000 (year 2004),  Features Intersected: SR3346,  Facility Carried by Structure: US29&70/I85BUS.LP.
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 570424,  Location: 0.8 MI. E. JCT. US29B (Lat: 35.814389,  Lng: -80.246611),  Route carried "under" structure: State highway 8,  Year Built: 1953,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 15,000 (year 2005),  Features Intersected: NC8,  Facility Carried by Structure: SR1243
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 570541,  Location: .4 MI.N.JCT.TALBERT BLVD. (Lat: 35.819472,  Lng: -80.253750),  Route carried "under" structure: City street ,  Year Built: 1925,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 500 (year 1994),  Truck Traffic: 7%,  Features Intersected: ELK STREET,  Facility Carried by Structure: SOUTHERN RAILWAY
Minimum Vertical Clearance: 3.78m (12.40ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 17.4m (57.1ft)