HomeMy WebLinkAboutCompaction Test Headquarters PO Box 7
INEERIHI� Mailing
11345 US Highway 1 ENG8-1377
Sebastian, FL 32958 AVL AND TESTING Phone-Sebastian,
atia72-589 2978
Orlando
0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford. FL 32771 ASTM D 1557 and ASTM D 2922 KSMengineering.net
DATE TESTED: December 30,2019 KSM JOB#: 195235-1d/D1/jo
PERMIT#: 1910-0264
CONTRACTOR: TNT Builders
JOB LOCATION: 3000 Brocksmith 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. N.E. 0" 12" 37 107.9 110.6 97.6%
2. N.W. 35 106.9 96.7%
3. Center 37 108.2 97.8%
4, S.W. 33 106.2 96.0%
5. S.E. 35 108.1 97.7%
112.0 1 1 1 1 1 1
W
E I I I I 1 I
Soil Description: 1 I 1 I I I I
Brown Sand G 1110 T—.
H I I 1 I I
T
In Place Moisture:
11.7% P 1100
1 I I I
Optimum Moisture: C
i
I I _I.. �.._.
12.0% F logo _"I I I I I _
Max. Dry Density: P.C.F. j j
110.E _I.._..
D 1080 j- --
@ Test Locations The R
Density& Penetrometer Y I I I I I
Readings Indicate the 107.0
Degree of Compaction Meets 9 10 11 12 13 14 15
Minimum Required
for Stake fqundati Moisture-%of Dry Weight
C:
4 tr,actcr i. re<_ponsibie to rttamta+n
t!<L -onditirn that KSM
1
,t,. +nclicated passed compaction test.
- 1 x uisjOe if the tested area has been
UJ _
1 i + f,=:,Vf'd lw,Pe(ted condition.
f Engiril ~�Ifh$`
f1�1439 1 12/30/2019
Emailvo: StUcle Building Department;tnt_builders@comcast.net
Proudly Serving Florida since 1990