HomeMy WebLinkAboutKSM Soil Compaction ReportHeadquarters
IV C IL
ENGINEERING
Mailing
11345 U.S. Highway 1
At
i117 jri AND TESTING
PO Box 78-1377
Sebastian, FL. 32958
Sebastian, FL. 32978
Orlando
SOIL COMPACTION
REPORT
Phone: 772-589-0712
723 Progress Way
ASTM D 1557 and ASTM D 6938
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
DATE TESTED:
May 4, 2022
KSM JOB # : 2203062-1pd/BS/KT
RECEIVED
PERMIT M 2109-0456
CONTRACTOR:
JM Custom Pools
NUC # 456
MAY 0 5 2022
Nuc Model: MC-1 Elite
JOB LOCATION:
51 Sovereign Way
Nuc Serial M 31456
Fort Pierce, Florida
County
St. Lucie L
Permittinging
ITEM TESTED
Pool Backfill Compaction
TEST LOCATION
PEN
DRY MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE COMPACTION
1 South
0'-1' 40 D
109.8
111.7 98.3%
2
1'-2' 40 D
-
195.0% +
3
2'-3' 40 D
-
95.0% +
4
3'-4' 40 D
-
95.0% +
5 East
0'-1' 40 D
108.5
111.7 97.1%
6
1'-2' 40 D
-
E' 95.0% +
7
2'-3' 40 D
1195.0% +
8
3'-4' 40 D
-
If95.0% +
9 North
0'-1' 40 D
107.9
111.7 96.6%
10
V-2' 40 D
-
If
95.0% +
11
2'-3' 40 D
-
" 95.0% +
12
3'-4' 40 D
1195.0% +
Soil Description:
Brown Sand With Traces Of Shell 113.0 1 1 1 1 1 1 1 1
w I I I I I I I
In Place Moisture: E 112.0-
10% I I I I I I I
Proctor Optimum Moisture: G 111.0 --
10.0% H
I I I I I I I I
T
Proctor Max. Dry Density: P.C.F. 110.0 I I I F I
111.7 P ,1••_.I. .L..J.._.l_..L..J.
@ Test Locations the Density & 109.0 J.
Penetrometer reading indicate the C I I I I I I I
Degree of Compaction Meets t t l i l� F 108.0 4---
Minimum Requirement ����� /" I I I I I I
For Unplumbed Backfill ��`���+ p'. IN
cq�7.0 Q ��� 10— — — — — — -- — —
Respectfully Submitted: ��� :�i . �,�cENsF • ''9'�ii D I I I I I I I
i R 106.0 4—..4 -4..-4—..4—..-4.._.1
No 69841 Y 5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
Digitallq s t d Disclaimer: Contractor is responsible to maintain the pool backfill
enas¢NN by ErlcAMrM,P.E. EE Ik. STATE OF ' Al
E981E onc�aa�.:rmea aircnryrom. by Eric A •a,' •' ? �� in the condition that KSM completed the indicated passed
Date:
adeuEaakwiasa.m... ��� s•�oR�op•'•�� �.
dam n� i�� 5+�� •' �t1 ��` compaction test. KSM is not responsible if the poolbackfill has
,�wnn.mme...ar�a.a.m 2022.05.05 i/
10:33:44 -04E00
'IIINAL ``���` been altered from the approved inspected condition.
elemonlcmVicx
Eric A. McAra, P.E. Office Manager
PE # 69841 5/4/2022 REVIEWED FOR
Email to: jmcustompoolsinc@gmaii.com A�n=MRUANCE
Test report shall not be reproduced, except in full, without the written appr A�
Geotechnical Engineering Construction Materials Testing - Special Ins
19M.0r>LUCIET06 Si►}j�iB BOCC
Proudly Serving Florida since 19 � ■ V CG ��JJ ���V �� ��
Certified Women Owned Business - WBE