HomeMy WebLinkAboutCompaction Test Headquarters jeg0m � R E N I N EER I� � PO Box 7 Mailing
11,345 U.S. Highway 1 8-1377
Sebastian, FL. 32958 ZM AVL AND TESTI N + 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 2922 KSMengineering.net
DATE TESTED: January 31, 2020 KSM JOB# : 192289-1pd/DJ/jo
CONTRACTOR: A& G Pools PERMIT#: 1904-0053
JOB LOCATION: 15350 Navion Drive P.O.#: Espinal-1902027
Treausre Coast Air Park
Port St Lucie, Florida
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 West 0'-1' 40+ 110.4 112.5 98.1%
2 1'-2' 40+ - " 95.0%+
-- 3 2'-3' -40+ - - " - -95.0io+ —
4 3'-4' 40+ - ff95.0%+
5 South 0'-1' 40+ 109.7 112.5 97.5%
6 1'-2' 40+ - 95.0%+
7 2'-3' 40+ - 95.0%+
8 3'-4' 40+ - 95.0%+
9 East 0'-1' 40+ 111.2 112.5 98.8%
10 1'-2' 40+ - 1195.0%+
11 2'-3' 40+ - 95.0%+
12 3'-4' 40+ - 95.0%+
Soil Description:
Brown Sand with Clay W 114.0 -
I I I I I I
E I I I I I
In Place Moisture: I I
11.2% G 113.0 --..—.1—..—.I.—..—I.—..—I..—..�..—.._
Optimum Moisture: H I I I I
�
11.0% T DR112.0 I—••—• I— — I _I _ I _ I _ _
Max. Dry Density: P.C.F. P Y I I I
C
— —
@ Test Locations The 111.0 "—I"—"-
Density& Penetrometer F I I I I I
Readings Indicate the 110.0 I.—••—I•—..—I..—.. —.._
Degree of Compaction Meets I I I I I
Min`im) " e
bsd 6'144C 8 ��� 8 9 10 11 12 13 14
p fit£
,• Moisture- % of Dry Weight
No. fit
Disclaimer: Contractor is responsible to maintain
�� •• TAT •: the pool backfill in the condition that KSM
:d P• .• `��` completed the indicated passed compaction test.
• •Ir P. �.`� KSM is not responsible if the poolbackfill has been
#8��A9�NAY"'" 2/3/2020 altered from the approved inspected condition.
Email to: St Lucie Building Department; tmcghee@angpools.com
Proudly Serving Florida since 1990
Headquarters Mailing
.11.345 U.S. Highway 1 jejpC� , At ENGINEERI PO Box 78-1377
Sebastian, FL. 32958 LVm � �VL AND TESTI r Sebastian, FL. 32978
OrlandoPhone: 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: March 9, 2020 KSM JOB#: 194047-1pd/MH/jo
CONTRACTOR: A&G Concrete Pools PERMIT#: 1910-0499
JOB LOCATION: 2280 Sweetwater Drive NUC# 630
Fort Pierce, Florida Nuc Model: MC-10R-P
P.O.#: Blessing- 1910226 Nuc Serial#: 30630
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 South End 0-1 50 108.4 110.4 98.2/o
2 1'-2' 50 - 1195.0%+
-- -3 - _- -- — 2'-3' 50 1195.0%+
4 3'-4' 50 - ff95.0%+
5 Southeast 0'-1' 50 107.9 110.4 97.7%
6 1'-2' 50 1195.0%+
7 2'-3' 50 1195.0%+
8 3'-4' 50 - it95.0%+
9 Northeast 0'-1' 40 106.3 110.4 96.3%
10 1'-2' 45 - 1195.0%+
11 2'-3' 50 1195.0%+
12 3'-4' 50 - 1195.0%+
Soil Description:
Brown Sand with traces of W 112.0
I
Clay and Shell Fragments E I I I I I
In Place Moisture: G 111.0 T- — a— A.— -4••—••-
6.1% H I I I I I
T I
Proctor Optimum Moisture:
110.0 I—..—.i—..—... I I..—..�..—.._
12.0% P I
Proctor Max. Dry Density: P.C.F. C I I I I
110.4 F 109.0 —.1—. �.—..—�.—..—�.. ..—.._
@ Test Locations the Density& I I I I I
Penetrometer reading indicate the _ •—,I.—..—I.—..—I..—..
Degree of Compaction Meets p 108.0
R I
Minimum Required Y I I I I I
for Pi,u1f� 6gWe4fll 107.0
00, 9 10 11 12 13 14 15
v • t
•• OCEINS;• Moisture-% of Dry Weight
68366 Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM
';0 •;A, OF f completed the indicated passed compaction test.
• ��Ci��.•� KSM is not responsible if the poolbackfill has been
. �„„f•••��G®��•`� altered from the approved inspected condition.
PE�68 • '•,.,,.•`•� 3/10/2020
Email to: St Lucie Building Department; abirmingham@angpools.com
Proudly Serving Florida since 1990