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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2009-1-16 " ~-~~ {~sil~nJ;:::z:;~n Engineering . Co.nsu/ting . Testing' 'iCt DAIL YFIELD REPORT Client: January 16,2009 c ~- - .. Hayden Homes 2464SWGlacier Place \-,...'. ...."..-. Redmond,OR 97756 Report Number: 722-85031-3 Date Performed: Project Name: Jasper Meadows 7th Addition Project Location: Springfield, Oregon B.P. No.: Type of Inspection: Soils Observations Weather: Fog Field Observations and Comments As requested,a representative of PSI was onsite to observe' and document subgr-ade soils in lot 264 an9:driveway surbgradeforlots 26410_268.. Soils typiyaIlY9o.n~ist.of.a ?ar,k ~fPw.n.siLtyc!~yl:layey silt. , The soil.i~ mJ.'ist7!?oilprb~e , (5/8" sl~~9.~~d,);:pede;tt?tl~.~~'ranged"frq:m:j:: to;,3'.inctiesindi~ating.a:f!,l,?tiv.!,ly,s\ab!.e1.ra?f?t:t~i.S ~T'~:,L~t. 2~4_ has standingwater on'approxlmately 20% of the pad. We recommend dewatenng the pad and removing saturated SOils to a , firm grad~. ' To the best ,of our knowledge, the work inspected above was in accordance with Ihe building department approved desiqn drawinqs, specifications and applicable wOrkmanship provisions of the International Building Codes. Inspector: TonyDeluca CCB #176269 " If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectl\.H1YSubmitted, .. ~:;;r;~"'OO"J= .. ". . .' David F: Smith Branch Manager c q- tp1/ 'Y17u I4;JJe/aL WO/ . cc: Kipco Inc. THIS R.EPO~T IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL V; THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS.TRANSMlTTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WlTHOUT-THE WRrTTEN PERMISSlON OF PROFESSIONAL SERVICE JNDUSTRIES, IS PROliIBITED. ProresSlonal Service Industries, Inc.. 1040AShelley Sl .-Springfield, OR 97477.' Phone 5411746--9649" Fax 541/746~7163 -' tln~:;r InfonnatiOli 4~.'!.lJ lIb Build On J!";~ ' , . ':1 J ',J . ConsuItInsJ . 1bo'Un8 FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Hayden Homes Address: 2464 SW Glacier Place Redmond, OR 97756 722-85031-5 Jasper Meadows 7th Addition , Springfield, Oregon Date Performed: P.O. No.: B.P. No.: TechnicIan: Project No.: Project: . _Project Location: Equipment: Troxler: 3430 SN: 30203 , Laboratory Soil! Aggregate Data: 1) Moisture Density Relationship of 126.8Ibs.lcu.ft., at 13.7% moisture. was furnished by supplier for Della Sand and Gravel 3/4"-0, 2) Moisture Density Relationship of 133.0Ibs.lcu.ft., at 11.0% moisture, was furnished by supplier for Knife River3/4"-Q. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 570 DS 2190) I Approximate Test Probe Wet Density Dry Density Percent Test No Approximate Test Location . , Elev, Depth L6S/CU~FT'. lBS/CU.rT. Moisture , 1 [L01269 FRG 6" 134.0 129.3 , 3.6 I 2 Lol268 FRG 6" 136,5, 131.5 3.8 3 ILot267 FRG .6" 136.3 131.3 3.0 4 I Lot 266 ..---- -- FRG ..-- ~ - 136.5 130.8 ' 4.3 5 ILot265...,' 3770 (\1'....N../ "^'-j.. FRG 6" 135.9 _....2:J1~6 3.3 6 L'ot 264 , FRG 6" .145.0 138,1 5.1 7 Across from 101 264 FRG 8 9 Lol301 Lot 302 6" 130.6 132.6 4,6 6" 120,0 123,1 4.0 6" 120.6 123,7 3.9 6" 135.8 131.1 3,6 6" 130.0 123.6 5,2 FRG FRG 10 ILot 303 FRG I 11 ILot 304 FRG Tests performed at finished grade of base at listed locations above, Tests were reported to Contractor cc: Kipco Inc. 1040 ~ A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541}746.7163 fax CCB #176269 Apr1i23, 2009 Raymond Aliperti Percent Required Comments CompactIon Compaction 97,2 95% Proctor 2 96.9 95% Proctor 2, 90.7 95% Proctor 2 96.3 95% Proctor 2 98.9 95% Proctor 2 , I 103,8 95% Proctor 2 I 99,7 95% Proctor 2 ! 97.1 95% Proctor 1 97.6 95% Proctor 1 96.6 95% Proctor 2 ___,mo. --.-- 97.5 95% Proctor 1 Respectfully Submitted ~tu~ ~dustries,/nc. Ray and Aiiperti Project Manager THIS REPORT IS PROVIDED FOR THE /NFORMA nON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED Wl1HOUTTHE WRITTEN PERMISSION OF PROFESSIONAL SERVICE iNDUSTRIES. .