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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2003-3-26 UJ/J~/~VUJ ~~;~o rAA ~~~/~O~~OV J)l'i\j~r. 1\j~.l ~l1.l::> \"Uj~::>.l 10 UU.1 ^ 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 -.-l 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. I . -. - ~'--'-I I I EXPIRATION DATE: 6/30/03