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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: March 28, 2022 KSM JOB#: 2203172-1d/NE/dc
RECEIVED
528
PERMIT#: 21040118 Nuc :Model:
#el: MC
1DR-P
-
APR 0 4 2022 ; dID
CONTRACTOR: Adams Homes Nuc Serial#: MD049528
St.Lucie COW*
JOB LOCATION: 761 Altura Street Permitting! 1I
Lot 17
Port St. Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY IMAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.E. 0" - 12" 40+ D 109.7 113.6 j 96.6%
2 S.W. 40+ D 111.9 98.5%
3 Center 40+ D 112.5 ! 99.0%
4 N.W. 40+D 112.7 99.2%
5 N.E. 40+ D 110.6 97.4%
Soil Description: i
I
Brown Sand With Clay And Shell Fragments 115.0 I I I I I I I
W
In Place Moisture: E 114.0 •r- I I I I I I
8.8% H 113.0
Proctor Optimum Moisture: T I I I I I I
10% 112.0 J._..-i:.—.i.—..F-�. �..—.I.—..�. —.
Proctor Max. Dry Density: P.C.F. P I I I I I I
113.E C 111.0 1—..7:.—.i.— r..,..—.i.—..� .. ,..—.
F I I I I I I I
@ Test Locations the Density& 110.0 — —• —
Penetrometer readings indicate the D I II I
Degree of Compaction Meets R 109.0 I •—.I.—..Ld...J..—.I.—..L...J..
Minimum Requirement c7 Y
For a Staked Foundation 108.0 �—••-4'
Respectfully Submitted: � � 0 11 12 13
%%` G A:.N1cgR J. Moisture,-% of Dry Weight
No 69841
Digitally signed Disclaimer: Contractor is responsible to maintain the tested area in
,�:,•m,,,re•�,°,,,y�e _ I I
by Eric A McArn* * *= the condition that KSM completed the indicated passed
rani w¢.aemi s¢,w..
Date: test. KSM is not res action Com ,onsible if the tested area has
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2022.03.29 STATE OF
.,�,�• �� o P :���. been altered from the'approved inspected condition.
13:04:20-04 00 - ccS: 'oat .•G���. {
AI EN�`� I
Eric A. McAra, P.E. Office Manager
PE#69841 3/28/2022
Email to: todd.masters@adamshomes.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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