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US 701 over PEE DEE RIVER

Map

Coordinates:
+33.66080, -79.15394
33°39'39" N, 79°09'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 701 over PEE DEE RIVER
Structure number:000000000002034
Old structure number:002220070100500 (from 1992 edition)
Location:2.8 MI NE YAUHANNAH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:115.2 ft. [35.1 m]
Total length:1603.1 ft. [488.6 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,900 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:41.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,273,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorFairPoorFair590041.1
April 2016PoorFairPoorFair490042.6
April 2014PoorFairPoorFair450043.2
April 2012PoorFairPoorFair400044.0
April 2010PoorFairPoorFair370044.4
July 2008PoorFairPoorFair400044.0
July 2006PoorFairPoorFair420043.7
August 2004PoorFairPoorFair390044.1
May 1998PoorFairPoorFair370040.8
February 1990PoorFairPoorFair253732.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,2304521,3891,3890
Reinforced Concrete Girder/Beamlinear ft.3,1202,09101,0290
Deck
Reinforced Concrete Decksq. ft.37,5030037,5030
Substructure
Reinforced Concrete Columneach124012400
Reinforced Concrete Pier Walllinear ft.260026000
Reinforced Concrete Pier Caplinear ft.1,16301,16300
Joints
Pourable Jointlinear ft.969096900
Assembly with Sealeach129012900
Bearings
Movable Bearingeach2202200
Fixed Bearingeach3203200
Deck
Reinforced Concrete Slabsq. ft.2,00202,00200