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SR1528 over POKEBERRY CREEK

Map

Coordinates:
+35.81133, -79.10472
35°48'41" N, 79°06'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1528 over POKEBERRY CREEK
Structure number:000000000370491
Location:0.4 MI. W. JCT. SR1617
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:820 [as of 2000]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:99.8

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201599.8Good7 out of 10-820
October 201399.8Good7 out of 10-820
November 201199.8Good7 out of 10-820
December 200999.8Good7 out of 10-1010
November 200799.8Good7 out of 10-1010
January 200699.8Good7 out of 10-1010
December 200399.8Good7 out of 10-1010
January 200299.8Good7 out of 10-1010
January 200099.8Good7 out of 10-860