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Bridge Statistics for Abbeville, South Carolina (SC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Abbeville, SC, South Carolina, South Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 19 meters (62ft) Total costs: $170,000 Total average daily traffic: 50,175 Total average daily truck traffic: 1,656 National Bridge Inventory (NBI) Registered Bridges for Abbeville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1400020001, Location: GREENVLLE ST IN ABBEV (Lat: 34.187500, Lng: -82.415000), Route carried "on" structure: State highway 20, Year Built: 1930, Year Reconstructed: 1977, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,400 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 4,176 (year 2026), Design Load: H 20, Features Intersected: PARKER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 22.3m (73.2ft) 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: 1400072005, Location: ABBEVILLE CITY LIMITS (Lat: 34.171111, Lng: -82.378333), Route carried "on" structure: State highway 72, Year Built: 1949, Year Reconstructed: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,600 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 16,704 (year 2026), Design Load: HS 20, Features Intersected: BLUE HILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.580, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Channel: Very good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: 1400072006, Location: 1.0 MI N E OF ABBEVILLE (Lat: 34.180556, Lng: -82.362222), Route carried "on" structure: State highway 72, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,400 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 14,616 (year 2026), Design Load: HS 20, Features Intersected: NORRIS CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.780, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 40.8m (133.9ft) Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: 1400203001, Location: 5.3 MI NE OF ABBEVILLE (Lat: 34.245556, Lng: -82.338056), Route carried "on" structure: State highway 203, Year Built: 1940, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 2,088 (year 2026), Design Load: H 20, Features Intersected: BAILEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) 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: Somewhat better than minimum adequacy, 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: September 2007 Find on map >>
Structure Number: 1700001001, Location: CITY OF ABBEVILLE (Lat: 34.170000, Lng: -82.382222), Route carried "on" structure: State highway 1, Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 6,090 (year 2026), Design Load: H 20, Features Intersected: BLUE HILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Channel: Good, 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: Better than present minimum criteria, 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: September 2006 Find on map >>
Structure Number: 1700032005, Location: CITY OF ABBEVILLE (Lat: 34.186944, Lng: -82.378611), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 950 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,653 (year 2026), Design Load: H 10, Features Intersected: PARKERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.640, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1700033001, Location: CITY OF ABBEVILLE (Lat: 34.167500, Lng: -82.369722), Route carried "on" structure: State highway 33, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,950 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 3,393 (year 2026), Design Load: H 15, Features Intersected: BLUE HILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.450, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1700128001, Location: CITY OF ABBEVILLE (Lat: 34.170556, Lng: -82.378056), Route carried "on" structure: State highway 128, Year Built: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,218 (year 2026), Design Load: HS 20, Features Intersected: BLUE HILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 1700133003, Location: CITY LIMITS-ABBEVILLE (Lat: 34.186389, Lng: -82.365278), Route carried "on" structure: State highway 133, Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,200 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 5,568 (year 2026), Design Load: H 15, Features Intersected: NORRIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.480, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1700133004, Location: ABBEVILLE CITY LIMITS (Lat: 34.182500, Lng: -82.374722), Route carried "on" structure: State highway 133, Year Built: 1996, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,958 (year 2026), Design Load: HS 20, Features Intersected: PARKERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1904051001, Location: 0.1 MI W OF SC 20 IN ABB (Lat: 34.188056, Lng: -82.383056), Route carried "on" structure: County highway 4051, Year Built: 1935, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 75 (year 2007), Average Future Daily Traffic: 96 (year 2027), Design Load: H 10, Features Intersected: PARKERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.42m (4.66ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $28,000, Total Project Cost: $170,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14000720019, Location: ABBEVILLE C/L (Lat: 34.173333, Lng: -82.376667), Route carried "under" structure: State highway 72, Year Built: 1940, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,700 (year 2002), Truck Traffic: 4%, Features Intersected: S C L RAILROAD, Facility Carried by Structure: SCL RAILROAD Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 28.511, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 17000010019, Location: CITY OF ABBEVILLE (Lat: 34.173333, Lng: -82.381667), Route carried "under" structure: State highway 1, Year Built: 1900, Structure Length: 0.00m, Average Daily Traffic: 2,700 (year 2005), Truck Traffic: 2%, Features Intersected: CSX RR, Facility Carried by Structure: CSX RR Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.029, Lanes under structure: 2, Length of Maximum Span: 0.0m Find on map >>
Structure Number: 17000330019, Location: CITY OF ABBEVILLE (Lat: 34.171667, Lng: -82.371667), Route carried "under" structure: State highway 33, Year Built: 1935, Structure Length: 0.00m, Average Daily Traffic: 2,100 (year 2002), Truck Traffic: 2%, Features Intersected: SCL RR, Facility Carried by Structure: SCL RR Minimum Vertical Clearance: 3.07m (10.07ft), Kilometerpoint: 0.305, Lanes under structure: 2, Length of Maximum Span: 0.0m Discuss this city on our hugely popular South Carolina forum Back to: Abbeville, SC, South Carolina, All US cities.
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