HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT Head uarters SP CP Sk AN ENGINEERING Mailing
11345 U.S. Highway 1 GINEERING PO Box 78-1377
Sebastian, FL.32958 I�j� AND TESTING Sebastian, FL.32978
Orlando Phone:772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 anflU&Mlb 6938 KSMengineering.net
DATE TESTED: February 18,2022 FEB 2 4 2022 KSM JOB#: 2201867-1d/BS/dc
PERMIT#: 212836 St.Lucie county NUC# 456
Permitting Nuc Model: MC-1 Elite
CONTRACTOR: All Clear Site Preparation l� Nuc Serial M 31456
JOB LOCATION: 6504 Bayard Road
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 S.W. 0"-12" 40 D 108.0 108.5 99.5%
2 N.W. to40 D 107.4 1199.0%
3 Center 40 D 106.7 1198.3%
4 S.E. 40 D 107.1 98.7%
5 N.E. 40 D 107.8 99.4%
Soil Description:
Brown Sand 110.0 I I I
W I I I I I I I I
E
In Place Moisture: 1 109.0 -J..
9.6% G I
Proctor Optimum Moisture: H I I I I I I I
10% T 108.0 _.i_..T _�._..
Proctor Max.Dry Density: P.C.F. P I I I I I I
108.5 C 107.0 —..�.._.G_ �. _.I_..�..._I._..
F
@ Test Locations the Density&
I I I I 1 I I
Penetrometer readings indicate thp%%%1111111 D
♦�` E KE ��. R 106.0
Degree of Compaction Meets `�� J�,� •,..,,•Lt i��
Minimum Requirement �� '�,tCENei•. � Y I I I I I I I
For an Unstaked Foundations 105.0 �-• -1 — I — �- •--I — I— �- —i
Respectfully Subml'aed. = No.68366 _ 5 6 7 8 9 10 11 12 13
Ulglta * *= Moisture-%of Dry Weight
4'
signed '�,
STATE OF = Q/-.
Thislcem has been deotroNWly signed and .Julie Ke �toR�o • `��-Asclaimer: Contractor is responsible to maintain the tested area in
waled by Tulle diran P.yt A. right seing66m ��•.•.••• P •`�
thedate stated dlreetly to[he right
usinga Date: i ""•. ops the condition that KSM completed the indicated passed
6gital signatae.
Printed caples of this d-;,nasd ane net
considered signed and sealed and the / �♦ compaction test. KSM is not responsible if the tested area has
�i 4'
signature must be verified on any eled— o 2022.02.1
Zes. been altered from the approved inspected condition.
16:34:54
-05'00'
Julie E. Keller, P.E. President
PE#68366 2/18/2022
Email to: john4519@gmail.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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