HomeMy WebLinkAboutCompaction Test 91345 U rteHi hwa 1 fCIff ENGIg.. y EER
ON PO Box 78 1377
SebastiOrlando n, FL. 32958 LNW AVL AND TESTI. � Phone.t'772=589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693.
Sanford, FL. 32771, ASTM D 1557 and ASTM'D 6938 KSMengineering.net
DATE TESTED: March 6, 2020 KSM JOB M. , 201135-1d/DJ/jo
PERMIT#: `���� � � ��11""16`-oo� � -ddd ��. NUC# 40.4
5
CONTRACTOR: Adams Homes, Nuc: Model:" MC-1 Elite
JOB LOCATION,:,. 5353 San Benedetto Place Nuc Serial#: 31404,
Lot.14;Waterstone.
Port St Lucie, Florida
I,
ITEM-TESTED: Compacted Foundation Fill.-' 1st Lift
TEST LOCATION PEN.' DRY MAX. DRY: ; PERCENT
DEPTH .
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION.
1. S.W. 0"- 12" 40+ 114.2 113.3 100.8%
-2. N.W. 40+ 112.7 99.5% .
3. `Center - 40+ 109.9 " 97.0.%.
4:. E. 40+ 112.2 99.0%
N.
5. S.E." 40+ 112:7 99.5%
Soil Description,:, 115.011
Brown and Tan Sand with W
E
Clay and Shell Fragments
In Place Moisture: 114.0
G — —1 — — -- — — — — —---1. 1 1' 1.
8.4% H
T
Proctor Optimum-Moisture: J
113:0 j-
11:0% P
Proctor Max.Dry Density: P.C.F. C.
113.3. 112.0 - — I— —•I.—, -4:
_. F j
Test.Locations the Density
Penetrometer readings indicate the 111.0 i j- = j — -r — —j — y-
Degree of Compaction.Meets D I
R I. I I
Minimum Required y
for Staked`Foundation 110.0 -
8 9 10 -11 12 13: 14
Respect full . fitted:
�lip, Moisture=%of Dry Weight"
�►, v�G F '.� �� - ' ' Disclaimer: Contractor.is responsible to maintain
3 _ the tested area in the condition that KSM
No• _ MAR 10 2020 completed the indicated passed compaction test.
•� E,®� •fir r e"`b t•'a P ` `� er.mi:F 1r9 l_ _p al"ivi rle,l1t KSM is not responsible,if the tested area has been
�LOV% •��� St, Ludic! f.1.0 ril t'v,, FL altered-from the approved inspected condition.
Bryan /A? iWta�' �``
V.P. of Engineering.
PE#81439 3/9/2020
Email to: rjohnson@adamshomes.com• ceo2459@gmail.com
Proudly Serving Florida since 1990