HomeMy WebLinkAboutPermit Field Test & Inspection Report 2002-12-17
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:ORJ ~ NESS ~ FASSBENDER, ~INC.
LAND SURVEYINC . CONSTRUCTION_ SUPERYISION . WATER"RIGI1 rs fX~MINATIONS
CIVIL ENGINURINC . Gf.OT[CHNtCA( . ENVIRONMENTAL
Oeaember 17, 2002
GrassRoots Development
1135 C8I Young Road
Eugene, Oregon 97401
RE: Aggregate Compection Evaluation
Gary and Cynthia Crisp
lot 86 - Soatth Hllta No"" Subdivision
. 6851 Ivy Street ;
Springfield, Oregon
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On December 16, ~ a geotectmicat enginM' from FOrd-NaS$-Faatbonder, Inc. visited the
aubjeCt MO to assess the budding p.d conditions with respect to the rel~ compaction of the
aggr~ QQV8f. /
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SiW testing of ttre '1~..o e:r~ ag~1 ,o;~ate from sptinQfie1d Queny indicatea that the thickn8as of
aggregate is approximately 2-inches at the rear of the pad and tHnehes at the front The ~
.' . ,'c tlSl::J"''''oate has been ~ to at 1ea6t 96~ of the mllteriats maximum dry denstty of 133.5
pcf i1S aekl,.ili 8Id by MSHTO T...99 method. The 8Ubg~e and agg., .,~'i. ie fiP are suitable far
QOoverttional resklentiel style pilrimeter faotirtg w. ~b uctlon. We reoommend that an fOotingS
be reinforceo WIth at It. two #4 eteel telnfordng bars, and that SUTfar,e ~ be dfremecf WNSY
from the foundatiaM .00 not allowed to pond aOjaconl: to footingt.. We do nnt recommend
BHowing dumD-trUCks, conaete truck$ or other ~ equipment onto 1he bu~",~ pad during
wet ,weather. ( "
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, sincerely,; i '
, Fofd..Ness-Faubender tnc.
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