HomeMy WebLinkAboutCompaction Test Headquarters Mailing
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! PO Box 78-1377
r 11345 U.S. Highway 1 STIRG
Sebastian, FL. 32978
Sebastia
Orlando n, FL. 32958 SE" ANY Phone: 7725890712
723 Progress Way SOIL COMPA,."!(1,0t., REPORT C.A.#5693
Sanford, FL. 32771 KSMengineering.net
AS7NI D 155i";-ind Al-TAI, D 69.S8
DATE TESTED: April 14, 2020 KSM JOB#: 201749-1pd/CH/ct
CONTRACTOR: Louden Bonded Pools PERMIT M 1909-0182
JOB LOCATION: 4705 Elm Avenue NUC# 417
Ft. Pierce, Florida Nuc Model: 3500
Nuc Serial#: 3417
P.O.# Alliah-9504
ITEM TESTED Pool Backfill Compaction
TEST LOCATION PEN D1,111y MAX. DRY PERCENT
DEPTH
OF SAMPLE READ Dl-iN':;ll'V PROCTOR VALUE COMPACTION
1 S.E. 01-11 45 107.1) 110.3 97.0%
2 V-2' 45 95.0%+
3 21-31 45 95.0%+
4 :11-41 so 95.0%+
5 N.W. ol-11 44 10(i,l) 110.3 96.9%
6 11-21 45 95.0%+
7 2'-3' 45 95.0%+
8 31-41 50 95.0%+
9 N.E. of-1' 45 107.7 110.3 97.6%
10 !'-2' 45 95.0%+
11 :!'-3' 50 95.0%+
12 .3 1-41 40+ 95.0%+
Soil Description:
.
Brown Sand W 11 1.0
E
with Some Clay
In Place Moisture: G
10.2% H 11.). f. T.
T
Proctor Optimum Moisture:
_T
12.0% P
Proctor Max. Dry Density: P.C.F. C 109.0
110.3
@ Test Locations the Density . F
Penetrometer reading indicate the 10`'o
Degree of Compaction Meets DR
Minimum Required y
for UnpljArpl�pA,Backfill —1
%%% do, 9 10 11 12 13 14 15
R tuay W llteo:'
Moisture of Dry Weight
E N,j
10
No. 68306 Disdaiiner: Contractor is responsible to maintain
the pf.ml backfill in the condition that KSM
wo
F. t-.orrplc--�ed the indicated passed compaction test.
eller,,,P- • Q) 13FA is not responsible if the poolbackfill has been
.0
9,R I
aitere=L'from the approved inspected condition.
VALS 4/15/2020
Fax to!"IM&Mver Building Department; 465-1063
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