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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-8-31 I iPft e'.' Information ~~~lTbBuild On I!ng. , ,. : ,., . eo.-.ttfng . n..u..v FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Hayden Homes Address: 2464 SW Glacier Place Redmond, OR 97756 Project No,: 722-85031-26 Project: Jasper Meadows 7th Addition Project .Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30203 Date Performed: P,O, No.: B,P. No,: Technician:. Laboratory Soil! Aggregate Data: Moisture Density Relationship of 133.8Ibs./cu,ft., at ,9.6% moisture, Is from our report number 722-90076-2 for 1Y-t-o from On-site stock pile. Tegt No. Approximate Test Elcy. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)fStandard Count: MS 685 DS 2867) Probe Wet Density Dry Density Percent Depth LBSICU,FT. LBSfCU,FT, Moisture 6" 133,6 127,2 5,0 '6" 133,6 127,9 4,5 6" 141,9 136,1 4.2 6" 133,5 127,2 5.0 8" 136,7 129,5 5,6 8" 134,3 127,8 5:1 Approximate Test Locat!on 2 Lot 279 southeast corner Lot 279 southwest corner FRG FRG ~ 770 /1"1 ~.~":"'),. 3 Lot 280 southeast corner 4 ILot 280 southwest corner 5 ILot 281 southeast corner G ILot 281 southwest corner Tests performed at finished grade of base rock at listed locations aJove, Tests were reported to Contractor, Remarks: North sides of lots have less then 6" rock and are non-testable, FRG FRG FRG FRG cc: Kipco Inc, 1040 - A Shelley Street ~ Springfield, Oregon 97477 . (541)746'9649' (541)746'7163 fax cee #17626g August 31, 2009 '[.-e,q -1O\.P'5 -,) \ - . -Anthony Deluca Percent Required Comments CompactIon Compaction 95,1 95% Buildlnq Pad 95,6 95% Buildinq Pad 101,7 95% BuildlnQ Pad 95,1 95% Buildinq Pad 96.8 95% Buildinq Pad 95.5 95% BuildIng Pad Respectfully SUbm~ed \ roress/onal se~/ Ind I s, Inc, idSmlth Branch Manager THIS REPORT IS PROVIDGD FOR THE INFORMA T/CN OF THE CLIENT ONt Y. THE REPRODUCTION OF THIS REPORT BY /\NY METHOD. AND ITS TRANSMlrrAL TO A 1HIRD PARTY BY ANY MEANS EXCEPT IN FULL fS PROHIBITED WITHOUT THE WRITTEN , PERMISSION OF PROFESSIONAL SERVICE JNDUSTRlES. .