Report s ► ov) -0 5 3 / 3- / Z C�
e- GeotechnicalConsultin
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Carlson Testing, nc JUL 1 �'
Cons ction Inspection & Related Tests
b� 2 20i,
a B P.O. Box 23814
JOB NO. G9 G990 1 0 5 2 R Tigard, Oregon 97281
30, 2000 Phone (503) 684 -3460
REPORT OF IN -PLACE DENSITY TESTS FAX (503) 684 -0954
Client R I VFR S TOE' HOMES
I'ormit No:
Project WAI NIIT GI FN I OT 12 RETAINING WAI I
SW 114TH PLACE TIGARD OR
Material Description 2 " -O REJECT FROM COM ROCK
Max. Dry Density 1 1 1 lbs. /cu. ft. Optimum Moisture 1:3.7 % Method of Test AASHTO T - 1 RO
ASTM D2922,D3017
Standard Count Density: 3129 Moisture : 619 Seriaf#ox 1 Pr 24466 NIIC '4411
DATE OF TEST % ADJ. FIELD IN -PLACE DENSITY
TEST LOCATION TH PARTICLES DENS. E FT. MOISTURE WET TEST NO DEP PAR
DRY COMPACTION
LF SOUTHEAST CORNER OF LOT +1'
19
6_21 15.7 136.9 118.3 90
LF SOUTHEAST CORNER OF LOT +1'
20
6 -21 16.8 139.8 119.7 91
•
•
Remarks: Density & Moisture Counts
907. REQUIRED LF 19
cc: CITY OF TIGARD BUILDING DEPT LF 20
Reid F. Kenner
Project Field Manager
Tested by B . O' CONNOR /KAM Reviewed By _ ____.Q QNIESTIILCLNG
'Pr" e
rpor. L� Irrt t at r i a 1 tP cg, te : d� /inspectcscl on l�r .
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S tTz o ao -am) 53 ° (5 R
R CEI\TED Co nstruction Inspection & Related Tests
Carlson Testing, Inc. JUL 1 2 2000 Geotechnical Consulting
P.O. Box 23814
JOB NO. t i 9 9 010 5 2 B By. Tigard, Oregon 97281
i 30, 2000 Phone (503) 684 -3460
REPORT OF IN -PLACE DENSITY TESTS FAX (503) 684 -0954
Client RIVERSIDE HOMES
Permit No:
Project WALNUT GLEN - LOT 12 RETAINING WALL
SW 114TH PLACE TIGARD OR
Material Description 3/4 " -0 ROCK FROM COBB ROCK
Max. Dry Density 13_1. 1 lbs. /cu. ft. Optimum Moisture 1 3 . 7 % Method of Test AASHTO T
ASTM D2922,03017
Standard Count Density: 2780 Moisture: 577 Serial I er 1 4489 N C 1440
DATE OF TEST % ADJ. ELEV. FIELD IN - PLACE DENSITY
TEST NO TEST LOCATION DEPTH PARTICLES DENS. FT. MOISTURE WET LBSJ I U DRY
COMPACTION
LF SOUTHEAST CORNER -2'
21
6 -22 6.2 127.0 119.6 91
LF SOUTHEAST CORNER -2'
L,-
6_22 5.9 126.7 119.6 91
Remarks: Den-ity & Moisture Counts
90% REQUIRED LF 21 1664, 87
cc: CITY OF TIGARD BUILDING DEPT LF 22 1678, 84
Reid F. Kenner
Project Field Manager
Tested by M . VEDDER /KAM Reviewed Ely ____ �q( 4(�IJE�T1►YCa 1N.c..
,O,ur reports pkrta i n to the material .te ,,t.e.d,/ i nspect,e d. only.
51 ti -o-V-6 1-4?,/-C) S (p
'' ` j~ . .Construction Inspection R
C arlson Testing, Inc. RF ITT 7.7:7 ii) i Geotechnic Consult Tests ing
At 1 2 707) P.O. Box 23814
JOB NO. (99O 1 0 5 2 F1 I Tigard, Oregon 97281
BY: I !.I n i • U, 2 0 0 0 Phone (503) 684 -3460
REPORT OF IN -PLACE DEA5I 'EST FAX (503) 684 -0954
Client RTVFRSIDF HOMES
Permit No:
Project WAI NUT GI FN - I OT 12 R F T A T N T N O WAI I
SW 114TH PLACE TIGARD OR
Material Description 2" RF.TFCT ROCK FROM COFIFA ROCK
Max. Dry Density , 1 18 _ 0 lbs. /cu. ft. Optimum Moisture 15.9 % Method of Test AASHTO T -99
ASTM D2922,D3017
Standard Count Density: 2780 Moisture: 577 SeriaT#ox 1 er 1 4489 NUC 3440
DATE OF TEST C O A RSE MAX. ELEV. MOISTURE IN-PLACE
(LBSJCU. DENSITY
TEST NO TEST LOCATION DEP TH PARTICLES DENS. FT. % WET DRY COMPACTION
. LF SOUTHEAST CORNER HOLE 0
23
6 -22 10.7 126.2 114.0 97
LF SOUTHEAST CORNER HOLE 0
24
6 -22 1 1. 9 128.4 114.7 97
LF SOUTHEAST CORNER HOLE 0
25
6-22 11.6 126.8 113.6 96
Remarks: Density & Moisture Counts
95% REQUIRED LF 23 1691, 133
cc: CITY OF TIGARD BUILDING DEPT LF 24 1591, 147
LF 25 2558, 142
C—
Reid F. Kenner
Project Field Manager
Tested by M. VEDDER /KAM Reviewed By CA Q NTES.T1NQI 1 C
,O,ur r•r pertain to t he - rP t� r i a 1 .t nte.c1 /insQ oin l yrAm phi, nF{irP.