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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-10-8 l--~~;l Information ~.,. .To Build On Engineering 0 Consulting. Testing 3~~ A-mb\~d!V DAILY FIELD REPORT Date: Client: October 8, 1999 Mr Ron Sather City of Spnngfleld Dept. of Public Works 225 North 5th Street Springfield, OR 97477 Report Number: 722-90227-54 Project Name: Ambleside Subdivision - 1 st Add Project Location: Springfield, Oregon P.O. No.: Job No. P 30115 Type of Inspection: Soils Permit No.: Weather: N/A Clear Field Observations and Comments Observed the Hydration and compaction effort of native soil structural fill with excavation areas A and B,(Please see the attached map for locations). Centerline Construction used a bulldozer mounted soil-ripper bar to np the first lift (approximately 1-2 feet thick) oLnatlve soil fill above subgrade Water was applied to the surface of this 11ft from Ambles/de Drive wIth a slde-spraymg water truck Performed field nuclear moisture-density test on the first 11ft of native soil fill. Based on the AASHTO T-99 theoretical ""axlmum dry denSity and optimum mOisture for this matenal, this 11ft IS unacceptable at this time In conducting three ;>Ioratory test pitS within excavation A, it was revealed that the subgrade had been npped up by the hydration effort applied to the first 11ft. The mixing of matenal into the first lift made achieving a uniform above optimum moisture condition difficult In diSCUSSIng thiS situation with Mr. Glenn Ling (Project Engineer), Troy Hull (PSI), and Mike KIrkpatrick (Foreman, Centerline Construction) it was decided that a shallow npplng and application of two full water trucks of water to this lift would be followed by moisture-density testing agaIn on Monday 10/11/99. Inspector: Mike Dewey If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfull ~ DO . ~~ "Raymond V Allperti, CS Dept. Manager Springfield Branch Attachment: Site Plan Or '\~ '\6171819<0 ~ rt:J ~ ...4 ""7 ... ~ ~ ~ t't, ~ \~ ~/J## ~ ~?~. r;; n~J) > "" ~'1 '.J / .~ , ~ ,..(' El,,:/ ~~ ~...~_I~,./ C' Ling & Assoc - Glenn LIng Ceoterllne Construction THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND rrs TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBrrED ProfeSSional Service Industries, Inc' 1040A Shelley St . Springfield, pR 97477' Phone 541/746.9649' Fax 541/746.7163 ~ TZ.:L ~ , ('')"l,..- c... 1 ~ -.!" ApPRO)(lM r..."f..... Ie j:T&.rr l-ATEfLk- ~F AfZe;~ "OF ~atL>1! A.. -0 c,.-.'t.- F(~L < t-A c..e: 11 ,. l EJ-l"r LiO ( ~ l~l~ 1 <>' " t GROUND tMBLESlDE pELEVATIONS OCT. ~~~ III ANp IV SCALE; 1" = ~tJ LAYERS 39 ~ , 40 ''1, / --