HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-10-8
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Engineering. Consulting. Testing
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DAILY FIELD REPORT
Date:
Client:
October 8, 1999
Mr Ron Sather
City of Springfield
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 rip the first lift
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(approximately 1-2 feet thick) of native SOIl fill above subgrade. Water was applied to the surface of this 11ft from
Ambleslde Drive With a side-spraying water truck.
Performed field nuclear moisture-density test on the first lift of native SOil fill. Based on the AASHTO T-99 theoretical
"'axlmum dry denSity and optimum moisture for this material, this lift IS unacceptable at this time In conducting three
t)loratory test pitS Within excavation A, It was revealed that the subgrade had been ripped up by the hydration effort
applied to the first lift. The mixing of material into the first lift made achieVing a umform 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 ripping and application of two full water
trucks of water to this 11ft would be followed by mOIsture-density testing again on Monday 10/11/99
Inspector: Mike Dewey
If you have any questions reg~rding this report, please feel free to contact us at 541-746-9649.
ReSpeCtfU~~itted, -' _ <::::::::::-...
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"R-aymond V Allperti, CS Dep;\nanager C
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c' Ling & Assoc. - Glenn Ling
Ceoterllne Construction
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Attachment Site Plan
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED
ProfeSSional ServIce Industnes, Inc' 1040A Shelley St . Spnngfleld, pR 97477' Phone 541/746.9649' Fax 541/746.7163
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