HomeMy WebLinkAboutcompaction testrters
.11345�.S.H �Y t ENGINEERING �• Merin
11345 U.S. Highway 1 PO Box 78-1377
71
*Sebastian, FL. 32958 • �� i AND ESTI N G � Sebastian, FL. 32978
Orlando Phone:772-589-0712
0723 Progress Way SOIL COMPACTION REPORT� C.A.# 5693
.Sanford, FLO3277110 ASTM D 1557 and ASTM D 6938 KSMengineering.net
•� •• •�
DATE TESTED: July 9, 2020 KSM JOB #: 203119-1d/CH/jo
IT 27•
•COITRACTOP • Gar P"tial Model: 35•
•JOB LOCAIIO&: 5121 NW Dunn RICO Gial& 3417
Fort Pierce, Florid
ITEM TESTED: Compacted Foundation I • •
TEST LOCATION DEPTH PEN DRY • ~AX. DRY _ • PERCENT*
•OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. �0" - 12" ,45 110.46 113.0 97.7%9
2. N.W,• 470 111.0 98.2%
3. Center 050 111.80 98.9%0
04. S.E• 0420 110.00 97.3%0
05. N.E.040 109.90 97.3%9
•Soil D1'S`•• cription: 114.0 - • I I I I I
/W I •I I• •I I•
Brown Sand with Clav E .
In Place Moisture: -L..
H .._.j_.._.I._.. _..J..—.._...
113.0 r
T •I I • I� I•
•Prot Fopr Op Imum 61 i I ure: • I • I I
•11.0° .I I••I•_• •I _•
: • • • ?21J_.._.._
Proctor Max. Dry Density: P.C.F. C I I
113.0 • I •I I �I
*t MRIon en
Dsl y & FII I I I�Pe trometer re�re
s indicate t� 111.0 I• • I • • I • •I
Degree of Compaction is D I
Minimum Requirement R
Y �I I• �I I�
for Unstaked Foundation* 10.0 •�— � � — • 1-.. _.�. _.. ter. _.. �.. �.. T.. _..
Respectfully Submitte • 8 • • 90 • 1040 •11 • 12 •13. 14
°,`I111111111 �� •
0 YA
ols ure - ° o I
•`" aC • �� D4aimr: Con ractor Is respond e o maln aln
Q�; L,,,, fie• the tested area in the condition that KSM
W= completed the indicated passed compaction test.
F., Z � • KSM is not responsible if the tested area has be�
dQV .
R, •�(?�� altered from the a roved ins ected con=.
If�. ON A%-
ryan E. Dah0, 0T
V.P. of Engineering
•PE # 81439fillift 7/11/2
Email to: St ucie CounTy uflding Department; roguegarcla287@Ic ou .tom
• Proudly Serving lorida since 1990