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Bridge Statistics for Laurens, South Carolina (SC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Laurens, SC, South Carolina, South Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 44 meters (144ft) Total costs: $1,903,000 Total average daily traffic: 99,875 Total average daily truck traffic: 3,950 National Bridge Inventory (NBI) Registered Bridges for Laurens
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 30200076031, Location: MAIN ST LAURENS (Lat: 34.497500, Lng: -82.020556), Route carried "on" structure: Business US 76, Year Built: 1937, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 7,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 12,180 (year 2026), Design Load: H 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30200076032, Location: MAIN ST LAURENS (Lat: 34.515278, Lng: -82.008056), Route carried "on" structure: Business US 76, Year Built: 1929, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 7,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 12,180 (year 2026), Design Load: H 15, Features Intersected: LITTLE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $85,000, Total Project Cost: $512,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30200076033, Location: MAIN ST LAURENS (Lat: 34.496111, Lng: -81.990833), Route carried "on" structure: Business US 76, Year Built: 1930, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,100 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 14,094 (year 2026), Design Load: HS 20, Features Intersected: JOE CRUSE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.520, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 30200076051, Location: LAURENS CITY LIMITS (Lat: 34.505000, Lng: -82.032500), Route carried "on" structure: US 76, Year Built: 1930, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,800 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 11,832 (year 2026), Design Load: H 20, Features Intersected: REEDY FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 30200076052, Location: LAURENS CITY LIMITS (Lat: 34.505278, Lng: -82.011389), Route carried "on" structure: US 76, Year Built: 1955, Year Reconstructed: 1970, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,400 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 21,576 (year 2026), Design Load: HS 20, Features Intersected: LITTLE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.510, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30200076053, Location: 1.2 MI E OF LAURENS (Lat: 34.499444, Lng: -81.988056), Route carried "on" structure: US 76, Year Built: 1970, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,600 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 16,704 (year 2026), Design Load: HS 20, Features Intersected: JOE CRUSE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.870, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 30200221031, Location: LAURENS CITY LIMITS (Lat: 34.504722, Lng: -82.010000), Route carried "on" structure: US 221, Year Built: 1925, Year Reconstructed: 1970, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 8,600 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 14,964 (year 2026), Design Load: HS 15, Features Intersected: LITTLE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.700, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 22.8m (74.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30400014001, Location: CITY OF LAURENS (Lat: 34.505000, Lng: -82.021944), Route carried "on" structure: State highway 14, Year Built: 1947, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 9,222 (year 2026), Design Load: H 20, Features Intersected: REEDY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.500, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $14,000, Total Project Cost: $81,000 ( Estimate for 2008) Find on map >>
Structure Number: 30700060001, Location: LAURENS CITY LIMITS (Lat: 34.487778, Lng: -82.014167), Route carried "on" structure: State highway 60, Year Built: 1973, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 3,700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 6,438 (year 2026), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.040, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 30700060002, Location: LAURENS CITY LIMITS (Lat: 34.490278, Lng: -82.001111), Route carried "on" structure: State highway 60, Year Built: 1973, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 6,438 (year 2026), Design Load: HS 20, Features Intersected: LITTLE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 30700061001, Location: CITY OF LAURENS (Lat: 34.497222, Lng: -82.018333), Route carried "on" structure: State highway 61, Year Built: 1976, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 3,200 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 5,568 (year 2026), Design Load: HS 20, Features Intersected: C.N.&L. RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 30700202001, Location: CITY OF LAURENS (Lat: 34.500556, Lng: -82.008889), Route carried "on" structure: State highway 202, Year Built: 1966, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,050 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,827 (year 2026), Design Load: H 15, Features Intersected: LITTLE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2007, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $139,000, Total Project Cost: $831,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30700359001, Location: CITY OF LAURENS (Lat: 34.502778, Lng: -82.016389), Route carried "on" structure: State highway 359, Year Built: 1968, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,800 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 6,612 (year 2026), Design Load: H 15, Features Intersected: REEDY FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $35,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 30700359002, Location: CITY OF LAURENS (Lat: 34.507778, Lng: -82.014444), Route carried "on" structure: State highway 359, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,125 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 8,918 (year 2026), Design Load: H 15, Features Intersected: BR TO LITTLE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: March 2007, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $45,000, Total Project Cost: $272,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 302002210319, Location: LAURENS C/L (Lat: 34.506667, Lng: -82.008333), Route carried "under" structure: US 221, Year Built: 1951, Structure Length: 0.00m, Average Daily Traffic: 13,400 (year 2002), Truck Traffic: 4%, Features Intersected: SCL RAILROAD, Facility Carried by Structure: SCL RR Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 28.785, Lanes under structure: 2, Length of Maximum Span: 0.0m Find on map >>
Structure Number: 307002020019, Location: CITY LAURENS (Lat: 34.500000, Lng: -82.006667), Route carried "under" structure: State highway 202, Year Built: 1975, Structure Length: 0.00m, Average Daily Traffic: 1,100 (year 2002), Truck Traffic: 2%, Features Intersected: S C L RAILROAD, Facility Carried by Structure: SCL RR Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.144, Lanes under structure: 2, Length of Maximum Span: 0.0m Discuss this city on our hugely popular South Carolina forum Back to: Laurens, SC, South Carolina, All US cities.
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