HomeMy WebLinkAboutCompaction Test Headquarters *r C IL Aff ENGINEERING Mailing
11345 U.S. Highway 1 A%100,ML AND TESTING PO Box 78-1377
Sebastian, FL.32958 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: January 25,2022 KSM JOB M 2200804-1d/RH/jam
AN Ia-op N q NUC# HUMBOLDT
PERMIT M `»6649-
Nuc Model: N50016 .
CONTRACTOR: R&W Construction Nuc Serial#: 1275
JOB LOCATION: 5206 Paleo Pines Circle
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX.DRY PERCENT
OF SAMPLE. DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 N.W. 0"-12" 10 D 105.6 109.8 96.2%
2 N.E. If10 D 105.2 1195.8%
3 Center 10 D 106.9 97.4%
4 S.E. 10 D 107.2 97.6%
5 S.W. 10 D 108.6 98.9%
Soil Description:
Brown Sand with Silt 111.0 - 1 I I I I I I
W I I I I I I I I
E 110.0
In Place Moisture: I I I I I I I
9.8 / G109.0 _-.. 1.._J._..L..1 ._l._. .1.._.
Proctor Optimum Moisture: T I I I I I I
11% 108.0 —..4.._1._..�
Proctor Max.Dry Density:P.C.F. P I I I I I I
109.8 C 107.0 I-•.i•.-i.-. I .. - ..-i•-..-..i..-,
F
@ Test Locations the Density& 106.0I-
Penetrometer readings indicate t hp,Xt,I I I I I f ill/E � D i I I I I I I
Degree of Compaction Meets �` % K��� zi iz
105.0 -a - 1- -I • -1•- I- •-I ••-
Minimum Requirement �� J �i Y I
q � �.•""��cENgF•..� �
For an Unstaked Foundatio�� 104.0 I- -r -; - 4••-
Respectfully Submitted No.68366 6 7 8 9 10 11 12 13 14
Vlg( ly * * = Moisture-%of Dry Weight
sigfil Oy Julie
This item has been eleclronally signed and Kelley°.6 STATE OF 47�Disclaimer:Contractor is responsible to maintain the tested area in
seated by Julie Keller,P.E.FI.Lk.68366 on
the date stated dlreWy to the right using •••�LORIDp`.•
dlgitats1grature. i� s (� �� the condition that KSM completed the indicated passed
wg�du d signed
ust be�fledo toples of this nandthe
ny Date: � '/0NA` �? Compaction test. KSM is not responsible if the tested area has
WP;m. 2022.01(A"11111111 been altered from the approved inspected condition.
16:58:42
Julie E. Keller,P.E.Presllde��'PE#68366 1/25/2022
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
Geotechnical Engineering-Construction Materials Testing-Special Inspections-Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE