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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-7-10 1i'i~;lInformation I.~,~~ To Build On i!!ngirHJerlng . CoIIIIuIIInsI . JlootIng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Hayden Homes Address: 2464 SW Glacier Place Redmond, OR 97756 Project No.: Project: Project Location: Equipment: 722.85031-11 ' Ja!,p'er Mead,ows 7th Addition Iq~05, '3/,....' , Spnngfield;-Oregori Troxler: 3430' SN: 30203, Laboratory Soil / Aggregate Data: Moi~lure Dens}tyHelationship of 133.0IbsJcu.fL, at 11.0% moj~ture,'was furnished by suppllerJor Knife River 3/4"-:0, Field Density Tests: Date Performed: P,Q,Nri.: B.P, No.: Technician: -Test No. Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 632 DS 2539) Approximate Test Location Approximate Test Probe I Wet DensIty I Dry Density Percent Elev. Depth LBS/CU.FT. LBSICU.FT. Moisture Lol272 2 Lot 276 3 Lot 307 I Tests performed at finished grade of base allisted locations above, Tests were reported to Contractor cc: Kipco Inc. FRG FRG FRG 4' 146,3 145,1 146,5 139,5 137.5 139,1 4,9 5,6 5,3 (;-1./7;t37 ~\L 4" 4' 1040. A Shelley Street Springfield, Oregon 97~77 (541)746,9649 - (541)746,7163 fax CCB #176269 July 10, 2009 CO/'l'\~oq'013l)'1 DeVOr! Hovis I Percent Comp~ction Required Compaction Comments . I 104,9 95% I 103.3 95% I 104,6 95% Respectfully Submitted R:::;t'lcr;;:te Industries, Inc, Raymond AliPert~ Project Manager THIS REPORT IS PROViDED FOR THE INFORMA nON OF THE CUENT CNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TOA THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHlDITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, ~ '1;:~~~.;,.,._~t '......" / ~~ ~' Date Performed: Client: July 9, 2009 Hayden Homes 2464 SW Glacier Place Redmond, OR 97756 R-eport Number: I qy uS 5"'f/i{ { '". /1/ 1~b'J?' ? -( , 722-85031,10 l~s;l Information ~oiJ1l1 .ToBuild On Engineerfng . Consulting. Testing DAILY FIELD REPORT ", Project Name: J!,sper Meadows 7th Addition Project Location: Springfield, Oregon B,P, No,: 'Type of Inspection: , ;>1 r,I!.... ~ , Soils Obser,atlons 'Weather: Clear Field Observations and Comments As requested, a representative of PSI was on site to observe proof roiling of lots 273 - 276 and 277 to 283, A tandem' axle water truck loaded to legal limit was used for the proof roll. Lots 273 - 276 appeared stable with little to no deflection or tracking, Some areas of deflection and tracking were noted in lots 282, 283 and 277: The contractor plans to scarify and aerate the unstable soils, Lots 278 to 281' displayed little to no defiection indicating a reiatively stable grade at this time, To the best of our knowledge the work inspected above was in accordance with the building department approved design drawings" specifications and applicable workmanship provisions of the International Buildinq Code, Inspector: Anthony Deluca ,CCB #176269 If you have any questions regarding this report, please feei free to contact us at 541-746.9649, Respectfully Submitted, Professional Service Industries, Inc, ~N~ Uo~ Raymond Aliperti Project Manager cc: Klpco lric, ' RECEIVED q , 'l.~~1j ,\I.ll.. "" " , RECEIVED JUl 3 1 200S , , THIS REPORT IS PROVIDED FOR THE. INFORMATION OF THE CUENT ONL Y. 1HE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD P~TY. BY ANY MEANS, EXCEPT IN FULL, WfTHOur THE WRITTEN PERMISSION OF PRDFESSIONALSERVJCE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. o104o-A Shelley Streelo Springfield, OR 97477 0 Phone 541f746-9649. Fax 541f746-7163