HomeMy WebLinkAboutBLD2000-00174 Geotechnical Report •
•
G.JOTECHNICAL
TESTING LABORATORY
J^SEPH u ,;^A-N-OEL
162 HILLER$R.
HADLOCK,TWA 98339
Re: Foundation o'home
-Soils compaction
Gentlemen:
As requested, compaction tests were conducted on-the subgrade for the foundation ofthe home. All test results
exceeded 90%--of the maximumdry density as--based-on-our-proctor analysis according-to--ASTM-D 1557. The
subgrade can be considered ready for the placement of the mobile home.
The proctor and test results are enclosed. Thank you for this opportunity to be of service to you.
Respectfully-Submitted,
GEOTECHNICAL TESTINGLABORATORY
Harold Parks,
Engineering Geologist
cc : Washington Home Center
fp MAY 0 s 2000
10011 Blomberg Street-SW,Olympia,WA 98512
Phone#: (360)754-4612 Fax#: (360)754-4848
GEQTECRNICAL_
TESTING LABORATORY
JOSEPH& JOAN NOEL
162 HILLER DR.
HADLOCK, WA
Re: - 1n-Place-Density Test-Report performed on 5/6/00
Project::- 162-Hiller Dr.,.Hadlock
Inspector: Hal Parks
Gentlemen:
As requested, Geotechnical Testing Lab perform on-site density testing in accordance with current applicable standards. The
results obtained were as-follows:
Test Test Percent Dry Material Percent Percent
Location _ Moisture Density Type Compaction Required
I See Plan 3.9 116.7 A 90.8 90
2 4.2 1 kl.4 91.3
Material Type:
A: 128.5 @ 5.1%well graded gravel with sand
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)754-4612
Respectfully-Submitted=,
GEOTECHNICAL TESTING LABORATORY
.kail-00 f 10
Harold Parks,
Engineering Geologist
10011 Blomberg Street SW,Olympia,WA 98512
Phone#: (360)754-4612 Fax#: (360)754-4848
GEOTECHNICAL
TESTING LABORATORY
SITE PLAN WITH
TEST LOCATIONS
162 Hiller Dr .
Hadlock, WA
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5-6-00
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Geotechnical Testing Lab
Date Received: 5/7/00 Sample ID: Wash.Home Center Quarry Rock Sieve Size Specifications
Sample#: 1 Source:Hadlock US mm Max Min
ASTM D-2A87,Unified Soils Classification System 6.00" 150.0 100.0% 0.0%
GW,Well-graded Gravel with Sand 4.00" 100.0 100.0% 0.0°/
Sample Prepared: Moist X Manual:X 3.00" 75.0 100.0% 0.0°/
Dry: Mechanical: 2.50" 63.0 100.0% 0.0%
Test Standard: AASHTO T 99: AASHTO T 180: Method 2.00" 50.0 88.0% 100.0% 0.0°/
ASTM D 698: ASTM D 1557:X C 1.75" 45.0 100.0% 0.0°/
1.50" 37.5 100.0% 0.0°/
Assumed Sp.Gr. Point Percent Dry Maximum Optiimu II 1.25" 31.5 100.0% 0.0°/
2.70 Number Moisture Density Dry Density %Moistur• 1.00" 25.0 100.0% 0.0°/
1 2.4% 126.2 128.5 lbs/ft3 Si% 7/8" 22.4 100.0% 0.0%
2 3.1% 127.4 3/4" 19.0 71.0% 100.0% 0.0°/
3 4.5% 128.3 5/8" 16.0 100.0% 0.0%
4 6.2% 128.1 1/2" 12.5 100.0% 0.0°/
3/8" 9.5 63.0% 100.0% 0.0°/
1/4" 6.3 100.0% 0.0°/
Moisture Density Relationship Zero Air VO1ds #4 4.750 37.0% 100.0% 0.0%
r30.° . ,- ., #8 2.360 100.0% 0.0%
#10 2.000 100.0% 0.0%
128.0- -- #16 1.180 100.0% 0.0°/
#20 0.850 100.0% 0.0°/
A 126.0-- - #30 0.600 100.0% 0.0°/
?-' lily Deity #40 0.425 9.0% 100.0% 0.0%
Ca 124.0•- #50 0.300 100.0% 0.0°/
#60 0.250 100.0% 0.0°/
lzzn t t . #80 0.180 100.0% 0.0°/
2% 3% 4% 5% 6% 7% 8% #100 0.150 100.0% 0.0%
Percent Moisture #140 0.106 100.0% 0.0°/
• Data Points Zero Air Voids Curve Curve Fit #170 0.090 100.0% 0.0°/
4i #200 0.075 1.0% 100.0% 0.0°/
.pets: Meets Specs?Yes
No Specs
ASTM D-4718,Correction for Oversize Particles %Retained 3/4"29.0%
%Retained Corrected Optimum %Retained Corrected Optimum %Gravel:63.0% Dt101: 0.579 I
3/4"Sieve Density Moisture 3/4"Sieve Density Moisture %Sand: 36.0% D(301:• 3.669
5% 130.0 4.9% 20% 134.9 4.2% %Silt&Clav: 1.0% D(60): 8.952
10% 131.6 4.6% 25% 136.6 4.0% Cc:2.59 LL:0.0%
15% 133.2 4.4% 30% 138.3 3.7%
Cu:
15.45 PL: 0.0%
FM: 5.93 PI: 0.0%
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