HomeMy WebLinkAboutCompaction testsZ%1jAVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, ';INC.
MARTIN (772) 337-7755
PALM BEACH 845-7445
I?Q, BOX 78-1377 SEBASTIAN FL 32978-1377
SEBASTIAN (772) 589-0712
wvvw.ksmengineering.net
MELBOURNE (321) 7�8-8488
FAX (561) 845-8876 8876
E-Mail: KSM@KSMENGINEERING.NET
ST. LUCIE (772) 229-9093
C.A.: 5693
SOIL COMPACTION REPORT
FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
May 22, 2017 KSM JOB # : 171593-1 d/MH/cc
PERMIT #
1704-0534
REcEjV7_D
CONTRACTOR
D & M Concrete SFP2
a17
JOB LOCATION
311 Woodcrest Drive
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill for the Garage Pad
TEST LOCATION
DEPTH *PEN DRY MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12" 50 107.3 110.9
96.8
2. N.W.
if50 108.0 If
97.4
3. Center
50 106.9 if96.4
4. S.E.
50 107.1
96.6
5. N.E.
50 107.4
96.8
Soil Description:
Brown Sand
In Place Moisture:
6.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Deg ree,gt.,Compaction Meets
F
ion
b� to Natural Grade.
W 112.0
E I I I I I
I I I I I I I
H
T I I I I I
I I I I I I
110.0 _..—.._ ._.._..._.._.
I I I I I
F
108.0—..—..I—.._.a—.._.I—.._.(_.._.I._.._.
D I I I I I I
R I I I I I !
9 10 11 12 13 14 15
Moisture - % of Dry Weight
County Building Department
Ronald ;G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
0
Maa Mng & Development Semeces
Building & Code Regulation DaVas50n
2300 Virginl1a Ave
Fort Pierce, FL 34982
772-462-2172 Fan 772-462-6443
PERMIT #: v 3.DOE ADDRESS;
BUILDER/CONTRACTOR: � M (� ��>
PEST CONTROL CONTRACTOR: EVICT -A -BUG TERMITE & PEST CONTROL INC.
PEST CONTROL LICENSE #: JI3175775
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
Square feet if area treated: ) lira r%
Percentage of solution:.061.
Date of Treatment: %
Footing
1st Treatment
Re -Treat
Driveway
1st Treatment
Re -Treat
Other
11t Treatment
Re -Treat
Chemicals used: BASELINE
Total gallons used: _ 0
Time of_Treatment:
Slab
Xist Treatment
Re -Treat
Pools
1st Treatment
Re -Treat
Perimeter for Fin spection
Signature of Exterminator Date
Mote: 777ere must be a completedform for each requ/red treatment or re -treatment and th/s form must be on the job
site to be picked up by the inspector at time of each inspection or the scheduled inspection w/ll fall and a re -Inspection
fee charged.
i
FBC104.2.6 Certificate of Protective Treatment for preventlon of termites A weather resistant jobsite posting board
shall be provided to receive duplicate Treatment Certificates as each required protective treatment Is completed,
providing a copy for the person the permit is Issued to and another copy for the building permit files. The Treatment
Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area
treated, chemical used, percent concentration and number ofgallons used, to establish a ver!>iable record of
protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall
be completed prior to final building approval.
St Lucae County requilres Idr the faecal in3P8Ct10n for tC®, a Permanent Stac kelr to be placed oar
the eaeCtriCaa Panel Pox CCVl er, hosting aBa the treatments and dates of app6aci$ao>ns.
'OW'S
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KELLER, SCHLEIICHER & MacWILLIAM ENGINEERING AND TESTING,', INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIANJ772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE''(321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE'(772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922 1
DATE TESTED May 22, 2017 KSM JOB # : 17.593-1 d/MH/cc
I
PERMIT # 1704-0534
I
CONTRACTOR D & M Concrete
JOB LOCATION 311 Woodcrest Drive
Fort Pierce, Florida
~--ITEM-TESTED- : --Compacted Foundation Fill for the Garage Pad - — --
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 1 2" 50
107.3 110.9
96.8
2. N.W. 50
108.0
97.4
3. Center 50
106.9
96.4
4. S. E. 50
107.1
96.6
5. N.E. 50
107.4 "
96.8
Soil Description:
Brown Sand
In Place Moisture:
W
112.0
6.1 Percent
G
111.0,—
Optimum Moisture:
H
I
12.0 Percent
T
110.0 T-.._..�_.._.�-
Max. Dry Density:
P
I
I
110.9 P.C.F.
I I I
I I I
109.0 -- —
@ Test Locations The
I I I
I I I
Density & Penetrometer
F
I
I I
Readings Indicate the
108.0�-
Degree of Compaction Meets
D
I I
I I I
Minimum Required I
R
I I I
I I I
for `t� � df.Moation
* � � �dp to Natural Grade.
Y
107.0
9 10 11
12 13 14 15
Sir
o
Moisture -
% of Dry Weight
RECEIVED MAY 310 2017
+ County Building Department
Fax, o. NO.`�I
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
115/23/2017 14:03 7725896469
KSM ENGINEERING
. � PAGE; 01/01
IV C!* If
JN614AYL
KELLER, SCHLEICHER & MacWI-LLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 1 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) 845-7445 www.k9men ineerin net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINI=ERING_NET ST LUCIE (772) 229-9093
G.A.: 5693 SOIL COMPACTION REPORT FAX (772) 599-64!69
ASTM D 1557 and ASTM D 2922 I
DATE TESTED May 22, 2017 KSM JOB # : 171693-1 d/MHlcc
PERMIT # 1704-0534
CONTRACTOR : D & M Concrete ,
JOB LOCATION : 311 Woodcrest Drive
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill for the Garage
Pad
TEST LOCATION
DEPTH*
PEN
DRY
MAX. DRY
PERCENT'
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1,
S.W.
0" -12"
50
107.3
110.9
96.8
2.
N. W.
19
50
108.0
1197.4
3,
Center
50
106.9
it96.4
f
4.
S. E.
50
107.1
96.6
5.
N. E.
50
107.4
96.8
Soil Description:
Brown Sand
In Place Moisture;
5.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required;
for t� Urt��ption
tp_ to Natural Grade,
1
r
112.0 ,
E
111.0
H
T110.0
i
{ i i
0 109.0
F
108.0
p
R 1 l I 4 {
9 10 11 12 13 14 115
.w
County Building Department
Moisture - % of Dry Weight
RECEIVED MAY`2;3
•, n7nnn , c� r, run " AM / JUIfc E. KWIer, P.E.: 6836C
/I