HomeMy WebLinkAboutCOMPACTION REPORTMe Tad quU.S. � C 1k
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ENGINEERING
acing
1134s U.S. Highway 1
APO Box 78-1377
Sebastian, FL. 329580 A% AVL AND TESTING Sebastian, FL. 32978
Orlando
Phone: 772-589-071240
723 Progress Way SOIL COMPACTION
REPORT _C.A.# 5693
Sanford, F0327710 ASTM D 1557
and ASTM D 6938 KSMengineering.net
DATE TESTED: June�O
KSM 20253�/S /'o
PERMIT #: 2004-0631
NUC # 528
CONTRACTOR: Adams Homes
Nuc Moll: MC-IDR-P
�OPLOCATION: •
5357 S B-detto Place
N• Serial #: MD049528
Lot 15, Block 5, Waterstone
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN
DRY MAX. DRY PERCENT
OF SAMPLE 0READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. *0" - 12" 40
108.6 112.8 96.3%
�2. S.W. 40
109.1 " 96.7%
3. Center 41
109.9 97.4%
4. N.W0 41
109.6 97.2%
�5. N.E. 40
108.8 96.5%
S•l Descr
114.0
• Brown Sand with E
E
Shell I
I_ _ I�_ _I _ _ I _
113.0 —
In Place Moisture: G
I I I I
10.5 0 H
• T
1
Proctor Optimum Moisture:
112.0 — .I• —I• • — • • — • • �- • • —
11.0% P
I I Ole 1 0
Procto at Dry D sity: P.C.F. C
I I ( I I•
I.—..—�.—..�..—
112.
111.0—..—.I—. .�..—...
F
I I I I•
@ Test Locations the Density &e
I I I I
*Penetrometer readings indicate the
110.0
• Degree of Compaction Meets D
R
• Minimum Requirement Y
I I I I I
for Unstaked Foundation
109.0
,spictfully Submitted:
8 9 10 11 12 13 14
��..�•'""'•��,��
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
•�� )•.••�,10ENS�.:4�� ;�
the tested area in the condition that KSM
completed the indicated passed compaction test.
m
KSM is not responsible if the tested area has been
ESTATE OF • �,
altered from the approved inspected condition.
PPeSlide •''
68366 96/10/2020
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
0 0 41 Proudly Serving
Florida since 1990