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 1 Aggregate Data:
MoistJre Density Relationship of 13isibs./cuJt" at 9.60/; moisture, Is fro'mour report number 722:90076~2 for 1%"-0' from On-sIte stock pHe,
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 685 DS 2867)
"
Test No.
, Approximate Test
Elev.
Probe Wet Oenslty Dry Density Percent
Depth LBSICU,FT, LBSICU.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 location
1
2
Lot 279 southeast corner
FRG
I,
I.
3 L~t280 southeast corner" G77~ __ r:~/-,:-... _ I
4 ILot 280 southwest corner I
5 Lot 281 southeast corner I
6 Lot 281 southwest corner I
Tests performed at finished grade of base rock allisted locations aOOVE;,
Tests were re~orted to Contractor,
Remarks: North sides of lots have less then 6" rock and are non-testable.
Lot 279 southwest corner
FRG
FRG
FRG
FRG
FRG
cc: Kipco Inc,
1040 R A Shelley Street
Springfield. ~rego_n 97477
(541)746'9649 - (541)746'7163 rax
CCB #176269
~
August 31, 2009
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Percent Required
Compaction Compaction
Comments
95,1 95% Buiidinq Pad
95,6 95% Buildinq Pad
101.7 95% Buiidin,a Pad
95,1 95% I Buiidin,a Pad
96,8 95% I Buildin,a Pad
I 95,5 95% I Building Pad.
RespectFuiiy SUbm~ed
\ rOfessional se~i Ind I s, Inc,
IdSmllh
Branch Manager
THIS REPORT IS PROVIDED FOR THE INFORMA TJON OF THE CLIENT OM. y, THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMIITAL TO A mlRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT 1HE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRiES,