HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-8-31
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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. .