HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2009-1-16
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DAIL YFIELD REPORT
Client:
January 16,2009
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Hayden Homes
2464SWGlacier Place
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Redmond,OR 97756
Report Number:
722-85031-3
Date Performed:
Project Name:
Jasper Meadows 7th Addition
Project Location:
Springfield, Oregon
B.P. No.:
Type of Inspection:
Soils Observations
Weather:
Fog
Field Observations and Comments
As requested,a representative of PSI was onsite to observe' and document subgr-ade soils in lot 264 an9:driveway
surbgradeforlots 26410_268.. Soils typiyaIlY9o.n~ist.of.a ?ar,k ~fPw.n.siLtyc!~yl:layey silt. , The soil.i~ mJ.'ist7!?oilprb~e
, (5/8" sl~~9.~~d,);:pede;tt?tl~.~~'ranged"frq:m:j:: to;,3'.inctiesindi~ating.a:f!,l,?tiv.!,ly,s\ab!.e1.ra?f?t:t~i.S ~T'~:,L~t. 2~4_ has
standingwater on'approxlmately 20% of the pad. We recommend dewatenng the pad and removing saturated SOils to a
, firm grad~. '
To the best ,of our knowledge, the work inspected above was in accordance with Ihe building department approved
desiqn drawinqs, specifications and applicable wOrkmanship provisions of the International Building Codes.
Inspector: TonyDeluca
CCB #176269 "
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectl\.H1YSubmitted,
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David F: Smith
Branch Manager
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. cc: Kipco Inc.
THIS R.EPO~T IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL V; THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS.TRANSMlTTAL TO A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WlTHOUT-THE WRrTTEN PERMISSlON OF PROFESSIONAL SERVICE JNDUSTRIES, IS PROliIBITED.
ProresSlonal Service Industries, Inc.. 1040AShelley Sl .-Springfield, OR 97477.' Phone 5411746--9649" Fax 541/746~7163
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FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
Client: Hayden Homes
Address: 2464 SW Glacier Place
Redmond, OR 97756
722-85031-5
Jasper Meadows 7th Addition
, Springfield, Oregon
Date Performed:
P.O. No.:
B.P. No.:
TechnicIan:
Project No.:
Project: .
_Project
Location:
Equipment: Troxler: 3430
SN: 30203
, Laboratory Soil! Aggregate Data:
1) Moisture Density Relationship of 126.8Ibs.lcu.ft., at 13.7% moisture. was furnished by supplier for Della Sand and Gravel 3/4"-0,
2) Moisture Density Relationship of 133.0Ibs.lcu.ft., at 11.0% moisture, was furnished by supplier for Knife River3/4"-Q.
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 570 DS 2190)
I Approximate Test Probe Wet Density Dry Density Percent
Test No Approximate Test Location
. , Elev, Depth L6S/CU~FT'. lBS/CU.rT. Moisture
, 1 [L01269 FRG 6" 134.0 129.3 , 3.6
I 2 Lol268 FRG 6" 136,5, 131.5 3.8
3 ILot267 FRG .6" 136.3 131.3 3.0
4 I Lot 266 ..---- -- FRG ..-- ~ - 136.5 130.8 ' 4.3
5 ILot265...,' 3770 (\1'....N../ "^'-j.. FRG 6" 135.9 _....2:J1~6 3.3
6 L'ot 264 , FRG 6" .145.0 138,1 5.1
7 Across from 101 264 FRG
8
9
Lol301
Lot 302
6" 130.6 132.6 4,6
6" 120,0 123,1 4.0
6" 120.6 123,7 3.9
6" 135.8 131.1 3,6
6" 130.0 123.6 5,2
FRG
FRG
10 ILot 303 FRG
I 11 ILot 304 FRG
Tests performed at finished grade of base at listed locations above,
Tests were reported to Contractor
cc: Kipco Inc.
1040 ~ A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541}746.7163 fax
CCB #176269
Apr1i23, 2009
Raymond Aliperti
Percent Required Comments
CompactIon Compaction
97,2 95% Proctor 2
96.9 95% Proctor 2,
90.7 95% Proctor 2
96.3 95% Proctor 2
98.9 95% Proctor 2 ,
I
103,8 95% Proctor 2 I
99,7 95% Proctor 2 !
97.1 95% Proctor 1
97.6 95% Proctor 1
96.6 95% Proctor 2
___,mo. --.--
97.5 95% Proctor 1
Respectfully Submitted
~tu~ ~dustries,/nc.
Ray and Aiiperti
Project Manager
THIS REPORT IS PROVIDED FOR THE /NFORMA nON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
Wl1HOUTTHE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE iNDUSTRIES. .