HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-4-2
RPR-2-200B 03'29P FROM'HILL&DRLE
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Apri I 2, 200S
HILl& DALE ENbNEERING, LLC
1850 OAK ST~EET SUITE C
EUGENE, ORiEGON 97401
541-86i3-0667
FAX:541-1396-9205
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Kast Construction
2860 Martinique
Eugene, Oregon 97405
RE: S36 &(8').8"S'3 U"Place,~S9rin~field - Site inspe,;tion and compaction reporl- Job #123-08
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As you requested, a site investigation was performed 'on February 28, 2008. The sites contain imported
fill material which consists ofeiay loam soils ofunkrlown origin and bar run gravels. The sites were
excavated thru this material to suitable bearing strata,! which is a silty/clay loam with a United Soil
Classification of ML-CL. A fier the sites were excavaed to suitable bearin'g material, imported crushed
rock was installed and compacted. The maximum delth of the crushed rock is'IS inches.
On March 5, 2008, a compaction inspection was perl'ormed. The compaction oflhe gravel surface is
greater 95% of astandard proctor and a bearing capaqity of 1500 psf can be used in the design of the
.foundation. As with any imported fill material, being in situ or crushed r(lck, there is a potential for
settlement. The maximum settlement that can be antipipated of these sites is Yo" to 'I.", which will not
affect the structural integrity ofthe prepared pad or pl!oposed structure.
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Thank you for this opportunity to be of service, Serv!ces performed by the geotechnical enginccr for
this project have been conducted with that level of ca,;e and skill ordinarily exercised by members of the
profeSSion currently practieing in this area under similar budget and time restraints and with the
equipment provided for this site evaluation. No 'warr2!nty, expressed or implied, is made. If you have ';
questions regarding this report, contact me at 86S!()~6)7..
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Sincerely,
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Pamela S. Hillstrom, P.E., G.E.
OwnerlManager .
Hill & Dale Engineering LLC
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