HomeMy WebLinkAboutSoils Compaction Report - GEO General - 7/30/1998 FROM GEOTESTLRB PHONE NO. 3G07544848 Jul. 30 1999 04: 11PM P1
Room
GEOTECHNICAL TESTING LABORATORY
«..._.._
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E. 1201 Jensen Rd.
Shelton, WA
Pr
epared for:
Jerry Ward
July 30, 1998
`1ROM GEOTESTLAB PHONE NO. : 360754484e Jul. 30 1998 04: 11PM P2
GEOTECHNICAL
TESTING LABORATORY
JERKY WARD
E. 1201 JENSEN RD.
SHIL TON,WA 98584
Re: Soils Compaction Report
E. 1201 Jensen Rd.
Shelton,WA
Gentlemen.
As per your request, we have tested the subgrade for compaction on the above referenced project. The
compaction results are to be found in the following report. We have provided two copies for your review and
distribution.
Included in this report are the three density tests taken at the above referenced project July 29, 1998. The data
has been analyzed to determine soils compaction results based on our proctor analysis. The results of the
exploration and analysis indicate that the soils ineet the required maximum dry density of 909/6 MDD as per
ASTM 1557 and can be considered ready for construction Very little variability was encountered in comparing
the test results taken at the site.
We appreciate this opportunity to be of service to you. If you have any questions concerning the test results,the
procedures used or if we can be of any further assistance, please call on us at (360) 7544612.
Respectfully Submitted,
GEOTECHMCAL 11STINc LABORATORY
,�Q.x.�6W &L
Harold Parks,
Engineering Geologist
10011 Blomberg Street SW,Olympia,WA 98512
Phone#;(360)7544612 Fax#:(360)754-4848
FROM GEOTESTLAB PHONE NO. : 3607544848 Jul. 30 1998 04: 12PN P3
go—
G EOTECHNICAL
TESTING LABORATORY
Re: In-Place Densit'y'I'est ItePort Performed on 7/z9/98
Project: 1209Jensen Road
Inspector. H.Parke
As requested GeOtechnical Testing Lab perforated on-site density testing in accordance with current applicable standards. The results
obtained were as follows'
Test 'rest
# Percent Dry Material Percent Percent.
Ltx`ation Molsturc Derulty -r
yPe CoOtErac:Clun Required
1 See.Plan 5.3 126.7 p
95.6 90
5.3 127.5 11
96.2
3 ,. «
5.4 1233 14 „
96.8
4
5
MAlerial Type:
A: 132.5 n 10.4%,on site pravclly sa�jd
10011 Blomberg Street SW, Olympia,WA 98512
Phone# (360)754-4612 Fax 0:(360)754-4848
FROM GEOTESTLRB PHONE NO. : 3607544848 Jul. 30 1998 04: 12PM P4
GEOTECHNICAL,
TESTING LABORATORY
E. 1201 Jensen Rd.
7/29/98
SI T'EPLAN WITH
TUST LOCATIONS
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Shed
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10011 Rlomberg Street SW,Olympia, WA 98512
' FROM GEOTESTLRB PHONE NO. : 3607544848 Jul. 30 1999 04: 13PM P5
Proctor Report
Daft Reeetvc : 7/29/98 gaalpk ID:Oravely St tnd Sieve Percent S
1k Nt 1 ���Sample Sourer. 1201.tenscn Rd. Site Passing Min Max
AST'M D-2487,Unified Soils Classification Systrnt 3.W 1 W,0% U.0% I W.0•/
_- CP-GM_Poofly graded Grovel wWj Silt and Saul 2.50' 1W.0% 0.0% 100.0
_
Semple Prepared: Moist; X Ivt„numl: -- - 2.00' 1()0-0% °
0,0/o 100.0
Ply Mcdrarical: X 1.75' 100.0 V. 0.0% 100.0°/Tell SINrdard: AASITTO T 99' AASI.TTO T 180; Mcthnd 1.50" IW.O% 0.0% 100.0
- ASTM L)698; ASTM D 1557: X C 1.25' 100.0% 0,0 Yo 100.0'
As�untcd
1.00" 100.0% 0.0% 100.0•/
Sp.Cr. Point Pcrcettl bry Maziwtam Optimum 3/4' 100,0% 0.0% )00,0
2.72 Nvwl-er Moisture Detuity Dry Density %Moisture 5/8• 100.0 Y° 0.0% 100.0•/
1 5.7% 128.9 Ins lbs/ft' 10.4% 1/2" 100.0% 0.0% 100.06
2 8.3% 131.6 3/8• 100.0% 0.0% 1W.0 Y
•R Passk►g 314" 3 10,7%o 132.7
1(1(1.0 3'e 4 12.9"/0 131.4 1/4" G2.0% O.0% 100.f1 9
N4 48.8% 0.0% 100.0 Y
_ --_ 08 28.5 9 0.0% 100.0 Y
-- -- -- ^-- - --� N 10 25.4% 0.0% 100.0'/
Moisture Density RelStionahip 016 18.40% 0.0*A Itx1.oY
020 15.6% 010% 100.0
N30 13.5% 0.0% 100.0
7oty Air Voids 940 )2.0% 0.0% 100.0 Y
#50 9.7 9/4 0.0`/° 100.0
�, ♦" „ 460 8.8% 0.0°ti 100,0Y
080
0 00% 100.0
7010% 100.0
?�\- q 100 G
0200 5.5% 0.0% 1 W.0
Dry;lJcnsily
140 Specs
123.0 Sample Mccts"F 7 Vol
%Orawl: 51.2%
4% 5% 06 7% $•.S 996 IM6 11'% 12% 1]16 t1% 13% tax o
/o Stuxd: 43.3%
Pement Moisture *4 Sik R Clay: 5.5%
CveU ofClwattva,Cc: 3.15
L-
* Dnfa Points Zero Air Voids Cttrvc -Curvc Fit COW..orUniklrnlity,Cv: 19.1 1
_ Fineness Modulus: 4.74
AiTI0(D4719.Correcttoa for Or•crsixc Partkks DClnt.nvn:0.317
%Retainod C_orreeteJ Optimum ''A Ra(oinx Corrected (*timum ll(xp rttra: 2,540
3/4"Sieve Uctuity Moisture 3/4"Sieve llrnsity hloisturo D(,o,p nun:G.065
5% 134.0 9.9% 20% 138.6 3 4% Liquid Limit: N/A
10% 133.3 9.41Y. 25% 140.2 7.9% Plastic Limit,N/A
15% 137.0 8.9% 30"/e 141.9 7 4% Plasticity Index:N/A
CovvrWd Scan Pnpna.«y.♦T�N"J U&v PS,19M
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