HomeMy WebLinkAboutCompaction Test Headquarters, Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958
AND "ESTI Sebastian, FL. 32978
NG
Orlando 111 k; Phone: 772-589-0712
723 Progress Way SOIL C0Nl1Y,CTI0N REPORT C.A.#5693
Sanford, FL. 32771 ASTiNl D 155,,1 and ASTM D 6938 KSMengineering.net
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DATE TESTED: February 17, 21020 KSM JOB#: 200776-1d/MH/jo
PERMIT#: NUC# 630
CONTRACTOR: Aclarns Home-.,-, Nuc Model: MC-10R-P
JOB LOCATION: 5609 Birch Road Nuc Serial#: 30630
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fili- si:Lift
TEST LOCATION PEN I IN' MAX. DRY PERCENT
OF SAMPLE DEPTH READ DIF71151,Vy PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0" 1211 50 :.07.6 110.5 97.4%
2. N.W. 97.8%
3. Center 1.05.9 96.7%
4. S.E. 107.3 97.1%
5. N.E. 10-3.2 97.9%
Soil Description:
Brown Sand WE
In Place Moisture: G 1,11.0
8.3% H
Proctor Optimum Moisture: 1-10.0
12.0% P
Proctor Max. Dry Density: P.C.F. C
110.5
F
@ Test Locations the Density,fit
Penetrometer readings indicate the
Degree of Compaction Meets D
R ! I I I I
Minimum Required
y
for Unstaked Foundation 107.0 i—-
9 10 11 12 13 14 15
RespectfullX,�Mjnjjj�ed:
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
o.61439
• ;:!,.e tested area in the condition that KSM
•
Q7 Z comp,eted the indicated passed compaction test.
STATE OF
16k] i,,,, not responsible if the tested area has been
-ed from the approved inspected condition.
0 R altei
ryan E. DaM
V.P.of Engineering
PE#81439 2/18/2020
Email to: rjohnson@adamshonles.corn
Rroudlv Serving Florida since 1990
Headquarters i a 5M ii !, fli I�'i .�;° I A Mailing
11345 U.S. Highway 1 t � )$ s � I I ! �.! +1m� PO Box 78-1377
Sebastian, FL. 32958 1� l�-; k' i it ��+ l I r Sebastian, FL. 32978
Orlando 1 Phone: 772-589-0712
723 Progress Way SOIL CUNIIPP,1:710 N REPORT C.A.#5693
Sanford, FL. 32771 ASTF11 ASTNI D 6938 KSMengineering.net
DATE TESTED: Marr_h 24, 20:.0 KSM JOB#: 200776-2d/MH/jo
PERMIT#: NUC# 630
CONTRACTOR: Adams Home:; Nuc Model: MC-10R-P
JOB LOCATION: 5609 Birch Road Nuc Serial#: 30630
Fort Pierce, Fl)rida
ITEM TESTED: Compacted FfnmilaJon '=i1i "',n:1 Lift
TEST LOCATION DEPTHDEPTH [PEN I:1111V MAX. DRY PERCENT
OF SAMPLE RID XD 1?1:1.111tI14T'lf PROCTOR VALUE(P.C.F) . COMPACTION
1. S.W. 17" 24" -_ 5i) Y107.9 110.5 97.6%
2. N.W. ti 0,i 3 fi 98.9%
3. Center 10;3.7 98.4%
4. S.E. 1.0.1 99.6%
5. N.E. -.U::.1 " 98.7%
Soil Description: 1"2 0 ' I I I I I
Brown Sand VV I
1 ' I o -• I _ I _ _I I I I
In Place Moisture: ��� � �—�I— I I _ _ _
3.9% hl
I I I I
Proctor Optimum Moisture: 11c:�.0 �- — 1—..— I —I• — J..—.,1..—..1
12.0% F' I I I l
C '
Proctor Max. Dry Density:P.C.F. G
110.5 1 p �,_..—.I —.L—..-1, -4. �..—..�
@ Test Locations the Density
Penetrometer readings indicatci the
Degree of Compaction Meets D
Minimum Required I I I I I 1
for Unstaked Foundation 107.0
9 '10 11 12 13 14 15
Respectfully Submitted:
,,,,�Qssoi aaaa"Asa �� Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
a�
.•0"GE Sit°°eo` :i e tested area in the condition that KSM
• ��i��f336"` \ :n cornpleted the indicated passed compaction test.
611.1 is not responsible if the tested area has been
n STATE [` altered frorn the approved inspected condition.
• � _.
Preside
'68 3/25/202C
Email to: rjohnson@adamshomes.com.-Josiah-jc)esirrc:ljjar@yahoo.com
Prch.scfly`:F:rJini. Florida since 1990