HomeMy WebLinkAboutCompaction Test Headquarters Mailing
11345 U.S. Highway 1 %LACENGINEEI PO Box 78-1377
Sebastian, FL. 32958 &V .`®/I� AND TESTIN Sebastian, FL. 32978
Orlando Phone: 772-589-07120712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: February 13, 2020 KSM JOB#: 200723-1d/MH/jo
PERMIT#: s RECEIVED NUC# 630
CONTRACTOR: Habitat for Humanity APR .1 3 2020 Nuc Model: MC-10R-P
Permitting Department
JOB LOCATION: 7902 James Road St. Lucie county Nuc Serial#: 30630
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-1st&2nd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
--- -1.-N.W.---- -— - — -0'' - 12"-----50 -----107.3-- --- — — 110:1-- - ----97.5%--- -
2. Center 50 108.0 98.1%
3. S.E. 50 106.4 96.6%
4. N.W. 12" -24" 50 105.3 95.6%
5. Center It50 107.1 97.3%
5. S.E. if 50 106.2 96.5%
Soil Description: W 112.0 1 I I I I I
Brown Sand E I I I I I I I
In Place Moisture: I
9.3% G 111.0 _.,_.._.�._.._�._.._�.._..�.._..!
H I I I I I I
Proctor Optimum Moisture: T
12.0% 110.0
�.._.�_.._.I._ _I.._.. �.
I I I I I I
Proctor Max. Dry Density: P.C.F. P
110.1 C
109.0 --.._.1_. �._.._�._.._�.. .._..�
@ Test Locations the Density& F
Penetrometer readings indicate the I I I I I I
Degree of Compaction Meets _108.0- — — •— —_ — —_• — _= — _ _ __ __ ___ _ _
Minimum Required D
R I I I I I I
for Unstaked Foundation Y
107.0
Respectfully Submitted: 9 10 11 12 13 14 15
Moisture-% of Dry Weight
`` .;.` •ENS - •.��'� Disclaimer: Contractor is responsible to maintain
v the tested area in the condition that KSM
W_ completed the indicated passed compaction test.
0r W= KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Paw
V.P.of EMMLl ing
PE#81439 2/14/2020
Email to: joseph@stluciehabitat.org
Proudly Serving Florida since 1990 s