HomeMy WebLinkAboutCompaction - signedHeadquarters1345 U.S. Highway 1 tl CV 1 t ENGINEERING PO Box 78-113777
Orlando Sebastian, FL. 32958 Sebastian, FL. 3297
I % 17 LVL AND TESTING hone: 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KS Meng ineering.net
DATE TESTED: February 2, 2021 KSM JOB #: 210900-1d/AH/ah
PERMIT#: 20110566 NUC# 240
CONTRACTOR: Wynne Development Nuc Model: MC-1 Elite
JOB LOCATION: 11 Nuestra Calle Nuc Serial If: 31240
Riverfront Lane
Port St. Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 0" - 12" 50+ 109.7 112.0 97.9%
2. S.E. 111.1 99.2%
3. Center 109.3 97.6%
4. S.W. 110.7 98.8%
5. N.W. 109.2 97.5%
Soil Description: W 113.0 I I I I I I
Brown Sand with Some Clay E I I I I I
and Shell Fragments
In Place Moisture:
G 112.0 �..—..—..—...—.—..—..—...
H
7.9% T I I I I
Proctor Optimum Moisture: 111.0
12.0% P I I I I I
I
Proctor Max. Dry Density: P.C.F. C I I I I I
110.0 --- —...
112.0 P I I I I I
@ Test Locations the Density & I I I I
Penetrometer readings indicate the D 109.0 i 1— —1——r.—..-1..—..t..—
Degree of Compaction Meets R I I I I I
Minimum Requirement y I I I I I
for Unstaked Foundation 108.0
Resp`e�C� 01ylSGbrp)�ted: 8 9 10 11 12 13 14
♦♦♦♦y0 E 04 yt,,�� D i g ita I ly
�♦ •' .,�GEN3F'..�'� signed by Moisture - % of Dry Weight
Br an E Disclaimer: Contractor is responsible to maintain
No.81439 y
Dahlke the tested area in the condition that KSM
4:_P^"`oaAog completed the indicated passed compaction test.
Date: KSM is not responsible if the tested area has been
Q STATE OF !(�`
'•FIORID P. �?♦` 2021.02.03 altered from the approved inspected condition.
��''SS�oJUA►. G 15:04:16
Bryan'E. 1W\P E.-05'00'
V.P. of Engineering
PE # 81439 2/3/2021
Email to: dotty@wynnebc.com
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