HomeMy WebLinkAboutCompaction Test 11345 U.S Highway 1 W*'v- C21 -& Aff MINUKINU PO Box 78-1377
Orlando Sebastian, FL. 32958 A mLVL AND TESTING Sebastian,
L. 32978
Phon -0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: November 5, 2020 KSM JOB#: 205611-1d/CF/ct
PERMIT#: 2009-0334 NUC# 240
CONTRACTOR: Ron Raymond Construction Nuc Model: MC-1 Elite
JOB LOCATION: 1409 Lone Pine Drive Nuc Serial#: 31240
Ft. 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" 50+ 110.1 112.2 98.1%
2. S.E. 108.7 96.9%
3. Center 110.5 98.5%
4. S.W. 108.1 96.3%
5. N.W. 109.8 97.9%
Soil Description: w 113.0 i 1 1 1 1 1
Brown Sand E I I I I I
• I I I I I
In Place Moisture: G I -
H 112.0 T-..—.1—..-1. .—• .J..—..1..
9.5% T
Proctor Optimum Moisture: I I I
10.0% P111.0
..—•I I I I
Proctor Max.Dry Density:P.C.F. C I
I I I I
112.2
F ;
@ Test Locations the Density& 110 0 .�, — J— .—•I.—..—1.—..J..—..1..—...
Penetrometer readings indicate the. D I I I I
Degree of Compaction Meets R 1 1 I I I
Minimum Requirement Y I I I I
for Unstaked Foundation 109.0 •� — ;— — ; — —� — -; — -r — ,
Re`�,ggtfiAlVWPwpm fitted: 7 8 9 10 11 12 13
`����yQ►N. N!41�1��'�i,� Digitally Moisture-%of Dry Weight
�;•' •'7:� signed by Disclaimer: Contractor is responsible to maintain
No. 81439 , Bryan E the tested area in the condition that KSM
�-� • � • �� se•kd by Gy.n F.Miq PER IIc'81039
Dahlke completed the indicated passed compaction test.
Date: KSM is not responsible if the tested area has been
. '•. :• l{/ YB.M.m EEa NBedm�/eM bdtl
�Q�•.. ' STATE OF : �/` 2020.1 1.06 altered from the approved inspected condition.
CoR1Dp.•'C.),
14:58:42
BryaA!t LhO, P.E. -05'00'
V.P. of Engineering
PE#81439 11/6/2020
Email to: raymond24@bellsouth.net
Proudly Serving Florida since 1990