HomeMy WebLinkAboutPermit Field Test & Inspection Report 2003-3-26
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Hill & DALE ENGINEERING. llC
74 EAST 18TH AVENUE, SUITE #5
EUGEN E. OREGON 97401
541-868-0667
FAX:541-868-0888
March 26 ,2003
Duane Knights
2258 33M Street
Springfield, Oregon 97477
RE:t569V and 5693 Glacier -Compaction Investigation. Job #160-03
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On 3/21/03 a-compaction inspection was performed at the site where the site was-over excavated
to f.w........ ve WlSUitable fill and organic material. The crushed rock has a maximum depth of 24
inches and was placed in lifts with tracked excavation equipment and compacted with a VIbratory
plate compactor. The c..._&yaction of the gravel surfuce is greater than 95% of a standard proctor,
per ASTM 0698-91. A allowable bearing capacity of 1500 PSF can be used in foundation
design.. Drainage bas been installed at the p....I.~er and at the center of the gravel pad and
appears to functional.
This report is limited to compacted surfuce of the crushed rock.
Thank you for this opportunity to be of service. If you have questions regarding this report,
contact me at 868-0667.
Sincerely,
Pamela S. ~L....w, P.E.
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I EXPIRATION DATE: 6/30/03