HomeMy WebLinkAboutCompaction Test Headquarters � ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 XNAmPAYL
D ��I QqSebastian, FL. 32978
Orlando G 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 16,2020 KSM JOB#: 201735-2d/CH/ct
PERMIT#: , —p 0?> — (��j �— NUC# 417
CONTRACTOR: South Florida Aluminum Products Nuc Model: 3500
JOB LOCATION: 5404 Pinetree Street Nuc"Serial M 3417
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill for the Addition-Retest
TEST LOCATION PEN DRY MAX.DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION,
1. South 0"-12" 45 108.1 110.0 98.3%
2. Center " . 40 107.2 97.5%
3. North 40 107.5 97.7%
-
Soil Description:
1110 T I
w I 1 I 1
Brown Sand E I 1 I I ( 1
In Place Moisture: G 110.0 r —j — t --j-•—••'�
8.8% H
TD
Proctor Optimum Moisture: R I I I I
12.0% P Y09.0 I--••-:1 — +..—.j—..�.. �..
Proctor Max.Dry Density:P.C.F. C I I I I I I
110.0 I I I I I
F 108.0 4—.._ —..�-.—:I—..�..—..�..—.
@ Test Locations the Density&
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement 107.0 �-- —� — -� — �-••� `••� —,
9
for Staked Foundation
w 10 11 12 13 14 15
Respeoull*'Sub . Moisture-%of Dry Weight
�•1
NSF't Disclaimer: Contractor is.responsible to maintain "
439 rL
the tested area in the condition that KSM
completed the indicated Lpassed compaction test.
LSAT- of l` KSM is not responsible if the tested area has been
•.FLORto •c►�,' altered from the approved inspected condition.
W `
Bryan Ymahrkwp%l .
V.P.of Engineering
PE#,81439 4/17/2020
Email to: sfapbooks@soflalum.com .
Proudly Serving Florida since 1990
Headquarters 1 � Mang
"l/� •
11345 U.S. Highway 1
1 ENGINEERING PO Box78-1377
Sebastian, FL. 32958 �Z ,AV A N D TESTI N G Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: April 16,2020 KSM JOB#: 201735-2d/CH/ct
PERMIT#: Z•p 0; — D3 U+ NUC# 417
CONTRACTOR: South Florida Aluminum Products Nuc Model: 3500
JOB LOCATION: 5404 Pinetree Street Nuc Serial#: 3417
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill for the Addition-Retest
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ pENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. South 0"-12" 45 108.1 110.0 98.3%
2. Center " 40 107.2 97.5%
3. North- 40 107.5 97.7`Yo
Soil Description: 111.0 T I l I I I
Brown Sand E
E I I I I
In Place Moisture: G 110.0 —j — t •— ••—••�,:•—
8.8% H I 1 l I
T D
Proctor Optimum Moisture: R I I I I
12.0% P Y09.0 {-- —1 — -1-. —.�—..�. j_..—
Proctor Max.Dry Density:P.C.F. C I I I I I I
110.0
F 108.0 a—..— —..�..—.I—..�..—..I ..—
@ Test'Locations the Density.&
Penetrometer readings indicate the I I I I ( I
Degree of Compaction Meets 107.0 — —• -� —
Minimum Requirement 9 10 11 12 13 14 15
for Staked Foundation
Re`pe f&l1VSiEb �,!. Moisture-%of Dry Weight
0000
NSF'•�� f Disclaimer: Contractor is responsible to maintain
439 the tested area in the condition that KSM
ul" completed the indicated passed compaction test.
aIF
W z KSM is not responsible if the tested area has been
SSA•te p
FLp¢�Q ._ �`� altered from the approved inspected condition.
Bryan IiI'Dahlka0p .
V.P.of Engineering
PE#81439 4/17/2020
Email to: sfapbooks@soflalum.com
Proudly Serving Florida since 1990
Headquarters , ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 �,% 4VL AND TESTING Sebastian, FL. 32978
Orlando Phone; 772-589-07120712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771. KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: Apr!1 16,2020 d KSM JOB#: 201735-2d/CH/ct
PERMIT#: 20 0 NUC# 417
CONTRACTOR: South Florida Aluminum Products Nuc Model: 3500
JOB LOCATION: 5404 Pinetree Street Nuc Serial#: 3417
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill for the Addition-Retest
TEST LOCATION PEN DRY MAX.DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. South 0"-12" 45 108.1 110.0 98.3%
2. Center " 40 107.2 97.5%
3. North 40 107.5 97.7%
Soil Description: 111.0 T I I I
Brown Sand E
E I I I I I
I I I I I f l
In Place Moisture: G 110.0 —j — -j- —j-•—• j
a•si T D I ! 1 I
Proctor Optimum Moisture: R I I' L�
12.0% P Y09.01I ----
Proctor Max.Dry Density:P.C.F. C — II110.0F 108.0jI--..J�II
... _.....—
@ Test Locations the Density& I I I I
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement 107.0 �- —� — �- — -••�••—••� —,
9 10 11 12 13 14 15
for Staked Foundation
Re`p`fet¢oll 15W . Moisture-%of Dry Weight
NSF"<� Disclaimer: Contractor is responsible to maintain
4,39 the tested area in the condition 'that KSM
Wcompleted the indicated passed compaction test.
pF KSM is not responsible onsible if the tested area has been
•F�•fit
oR�pe .• altered from the approved inspected condition.
lom
Bryan�'�OahlkeAf�!1?.
V.P.of Engineering
PE#81439 . 4/17/2020
Email to: sfapbooks@soflalum.com
Proudly Serving Florida since 1990