HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-5-8
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GeotectlnK::a1 & Construcbon Sel'Vlces
Daily Construction Report .
Client: Mr Terry Fitzpatrick Project: IMRT FacIlity Date: 05-08-07
Oregon Urology Institute Urology Healthcare Project No.: 2077063
2400 Hartman Lane 1457 G Street Report No.: E-16240
Springfield, Oregon 97477 Springfield, Oregon Inspector: M Meyer
ID No.:
Inspection of: Sltework Weather: Clear/BOo Continuous Inspection: 0
Contractor: McKenZie Commercial B.P.No. COM2007 -00367 Periodic Inspection: 0"
Met on-site With Gary Thompson (McKenZie Commercial) to observe In-progress
excavation operations in the prevIous UST removal area between lines F and Hand
lines 2 and 3 5 Currently, excavation IS approximately 90% completed, working
from east to west uSing a John Deere 490E track-hoe equipped With a :t36" Wide
smooth bladed bucket Excavation IS being terminated at an apparent ballast slab
approximately 11 5 feet below eXisting pavement grade Note native gravel strata
described In the project SOils report is VISible In the Sidewall at the northeast corner
of the excavation an slightly above the top of slab at approximately 11 0 feet below
eXisting pavement grade
Emerald Excavating crew has stockpiled usable sandy bar-run gravel removed from
the UST excavation In the proposed north parking lot to raise grades In prevIous
bUilding area UnSUitable and/or saturated excavation matenals are being hauled
off-Site Based on our observations of area around the stockpile, It appears that the
eXisting loose, unSUitable surface matenals were removed to an elevation of
:t458 00' Geotextlle fabriC was placed on the broWnish black Silty clay and
excavated material was then stockpiled on the fabrlced area Discussed proposed
fill operations With Mr Thompson and Doug (Emerald) A de-watenng pump IS
available and Imported 1 1/2"-0 crushed rock IS being stockpiled for use as backfill
once excavation IS completed Obtained a sample for mOisture/density
determination and scheduled next site VISit for mid-morning, tomorrow, to perform
field compaction testing .
ReViewed By
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Michael L ~ey'
Technical Manager
C McKenZie Commerclal- (e-mail)
Young & Wleprecht Architects - Bob Young (e-mail)
City of Spnngfleld
RECEIVED
MAY 1 5 Z007
MLMJw
ThiS report and/or enclosed test data IS the confidential property of the client to whom It IS addressed and pertains to the speCifiC process andlor matenal evaluated As
such, information contained herein shall not be reproduced In part or full and/or any part thereof be disclosed Without FEI Tesling & Inspection, Inc 's wntten authonzatlon
7f1J WI/ Cornell Avenue CorvaJiJs, Oegon 97330 phone (541) 757-4698 fax (541) 757-2991
29540 B Allport Road Eugene, C. ~ I 97402 phone (541 ) 684-3849 fax (541 ) 684-3851