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US 601 over LYNCHES CREEK

Map

Coordinates:
+34.56945, -80.55875
34°34'10" N, 80°33'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 601 over LYNCHES CREEK
Structure number:000000000002199
Old structure number:002920060100100 (from 1992 edition)
Location:2.2 MI N OF KERSHAW
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Poor [4 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:41.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$879,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201641.8PoorPoorPoorFairSD2400
September 201441.8PoorPoorPoorFairSD2400
September 201241.6PoorPoorPoorFairSD2700
October 201041.6PoorPoorPoorFairSD2700
September 200843.8PoorFairPoorFairSD2600
September 200643.7PoorFairPoorFairSD2800
September 200443.8PoorFairPoorFairSD2600
August 199867.8FairSatisfactorySatisfactoryGoodFO3000
May 199067.8FairGoodSatisfactoryGoodFO2006