HomeMy WebLinkAboutCompaction Test Headquarters CA , t ENGINEERI Mailing
11345 U.S. Highway 1 • PO Box 78-1377
Sebastian, FL. 32958 XX �AVL AND TESTIN Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 15,2020 KSM JOB#: 192959-1pd/CH/jo
CONTRACTOR: A&G Concrete Pools PERMIT#: 2002-0717
JOB LOCATION: 9632 Enclave Circle NUC# 417
Port St Lucie, Florida Nuc Model: 3500
P.0# 2001003-Mayrides Nuc Serial#: 3417
ITEM TESTED Pool Backfill Compaction
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. Northeast 0'-1' 40 105.5 108.0 97.7%
2 1'-2' 43 - 95.0%+
3 2'-3' 45 - 95.0%+
4 3'-4' 45 - 95.0%+
5 Southwest 0'-1' 45 106.7 108.0 '98.8%
6 1'-2' 45 95.0%+
7 2'-3' 50 - 95.0%+
8 3'-4' S0 - it95.0%+
9 . Northwest 0'-1' 43 105.9 108.0 98.1%
10 1'-2' 45 - 1195.0%+
11 2'-3' 45 - 95.0%+
12 3'-4' 47 - 95.0%+
Soil Description:
Grayish Brown Sand W 109.0
E
In Place Moisture: l I I I I ( I
9.0% H 108.0 I-- ..—.�_..—.�.— �..—..�..—..:
Proctor Optimum Moisture: T D I I I I I I
12.0% R I I I I
Proctor Max. Dry Density:P.C.F. P Y 107.0 -I— —. 11— r— —j
108.0 C I I I I I I
@Test Locations the Density&
Penetrometer reading indicate the F 106.0 L — — —• -
Degree of Compaction Meets
cfil�tttttt�10p� � ent I I I I I
� 65A � in I I I I I
� scif .. ub ect; 9 10 11 12 13 14 15 -
CC'
��,1 ��' = Moisture-%of Dry Weight
LU
Disclaimer: Contractor is responsible to maintain
C the pool backfill in the condition that KSM
completed the indicated passed compaction test.
N ,, . ttt�R! KSM is not responsible if the poolbackfill has been
of I!hVihee"ring altered from the approved inspected condition.
E#81439 4/16/2020
Email to: St Lucie Building Department; abirmingham@angpools.com' ,
Proudly Serving Florida since 1990