HomeMy WebLinkAboutKSM Soil Compaction Report0
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 33777755 PO. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENG[NEER[NG.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 26, 2018 JOB # : 181121-2pd/MH/ct
PERMIT # 1711-0618
ReCEItlED
CONTRACTOR Filiberto Hernandez
'MAY •1 4 ,2016
JOB LOCATION 8000 Penny Lane D add
Fort Pierce, FloridaSt.;Lucrrn►ttln9te3'munty
ITEM TESTED : Pool Backfill - Retest
TEST LOCATION DEPTH
* PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
North 0 - 1
30
104.5 108.0
96.8
2 1' - 2'
35
95.0+
3 2' - 3'
40
95.0+
4 3' - 4'
45
1195.0+
5 South 0' - 1'
30
102.8 108.0
95.2
6 1' - 2'
35
95.0+
7 2' - 3'
40
if95.0+
8 3' - 4'
45
it95.0+
9 East 0' - 1'
50
104.0 108.0
96.3
10 1' - 2'
35
95.0+
11 2' - 3'
40
It95.0+
12 3' - 4'
45
95.0+
Soil Description:
Brown Sand
109.0
W
In Place Moisture:
E I I I
I I I
7.6 Percent
I
G 108.0
Optimum Moisture:
H
12.0 Percent
T
I
Max. Dry Density:
I I
P 107.0
I I
108.0 P.C.F.
C l I I
I I I
@ Test Locations the Density &
I I
F j
I I I
Penetrometer Readings Indicate
106.0 7- • • — • I I
I I I
the Degree of Compaction Meets
I
Minimr�I IR"q t6d,,
D I I
I I I
'* °Rk
%. `E1� g rlto Natural Grade.
Y I I I
I I I
J�;•L.�GEiVS •., •.,
Sll
105.0—.._.I_.._.I_.._
9 10 11
I._.._I._..�.._..�
12 13 14 15
,te,Setiulty
No.
Moisture - % of Dry Weight
' OF
eTATE
�•.--Il�r>,�1ez@hotmail.com
F pIMI-W'• I@` t ie County Building Department
��4 ?A. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
RECENED
MAY 1.4" 2018
P""ttln8 Department
St. Lucie County
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #: I '7 � ` JOB ADDRESS:
EUILDER/CONTRACTOR:
PEST CONTROL CONTRACTOR: Q?!� �
PEST CONTROL LICENSE #: �-1�'`l8a
:VV 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: Chemicals used: ! 6 l r-T wdL-
(v O
Percentage of solution: . • 0 fO'' Total gallons used: 4a 11 o s
Date of Treatment: 3 3 1 O Time of Treatment: -
_Footing Slab
1
10 Treatment Treatment
Re -Treat Re -Treat
Driveway _ G�Pools
1 Treatment _ A P Treatment
Re -Treat Re -Treat
Other Perimeter for Fina Inspection
1� Treatment I
Re -Treat
Signature bf Exterminator
Note. There must be a completed form for each required treatment orm-treatment and this form mustbe on the job
site to be picked up by the inspector at time of each inspection or Me scheduled inspection will fail and a re -Inspection
fee dharged.
r- BC104.2.6 Certificate of Protective Treatment for prevention of tennrtes A weather resistant jobsite posting board
shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed,
providing a copyfor the person bfie permit is issued to and another copy for the building permit files. The Treatment "
Certificate shall provide the product used, idenhty of the applicatrir, time and date of the treatment, site location; area
treated, chemical used, percent concentration and number of gallons used, "to establish a verifiable record of
protective treatment: if the soil chemical barrier method for termite prevention is used, final exterior treatment shall
be completedp- i or to final building approval.
A Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
TIP VlkR
A%QRAvjL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 33777755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 26, 2018 JOB # : 181121-2pd/MH/ct
PERMIT # 1711-0618
RECEIVED
CONTRACTOR Filiberto Hernandez
JOB LOCATION 8000 Penny Lane MAY - 0 2 7018
Fort Pierce, Florida Permitting Departmem
St. Lucie County
ITEM TESTED Pool Backfill - Retest
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 North
01-1130
104.5
8.0
6.
2
1' - 2'
35
95.0+
3
2' - 3'
40
it95.0+
4
3' - 4'
45
if95.0+
5 South
0' - 1'
30 102.8
108.0
95.2
6
1' - 2'
35
95.0+
7
2' - 3'
40
it95.0+
8
3' - 4'
45
it95.0+
9 East
0' - 1'
50 104.0
108.0
96.3
10
11-2'
35
95.0+
11
2' - 3'
40
95.0+
12
3' - 4'
45
95.0+
Soil Description:
Brown Sand
109.0
W
In Place Moisture:
E
I I I I I I
7.6 Percent
I
G
108.0
Optimum Moisture:
H
I I I I I
12.0 Percent
T
I I I I
I
Max. Dry Density:
P
I I I I
107.0 4—••_.1_1.-.._1._.._r. .1.._.._
108.0 P.C.F.
C
I I I I I
@ Test Locations the Density &
F
I I I I I
j
Penetrometer Readings Indicate
106.0 �— —• I_ _ I _ _ I _ _I _ _ _
I I I I I
the Degree 4� 9ompaction Meets
'
•'"' „I •
Mini r •.
�p���
D
R
I I I I I
I
a. 4I !'rf jo Natural Grade.
I I I I I
•
�ResgedtfuI Su `P
,itfe
9 10 11 12 13 14 15
��--�
Moisture - % of Dry Weight
'':7imerTralMaEmezLnotmaii.com
f Wcie County Building Department
"681!10600h9d G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04/27/2018 11:34 7725896499 KSM ENGINEERING_., PAGE 01/01
TAIIF 01 Iff
KELLER, SCHLEICHER & MacWILIJAM EN,
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAI
PALM BE (561) 845-7445 www.ksmangineering
FAX (561) 845-8576 E-Mail: KSht @KSMENGINEE
C.A.: 5693
DATE TESTED :
SOIL COMPACTION
A,STM D 1657 and AS
April 26, 2018
PERMIT # 1711-0618
CONTRACTOR Filiberto Hernandez
JOB LOCATION 8000 Penny Lane
Fort Pierce, Florida
ITEM TESTED Pool Backfill - Retest
, INC.
589-0712
768-8488
229-9093
589-6469
H/ct
RECEIVED
APR �4 7018
Permitting Department
St. Lucie County
TEST LOCATION DEPTH x PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
o
- T
30 104.5
2
1' - 2'
35
95,0+
3
2' - 3'
40
95.0+
4
3' - 4'
45
95.0+
5 South
(1' -14
30 102.8
108.0
95.2
6
1' - 2'
35
95, 0+
7
2' •- 3'
40
95, 0+
8
V - 4'
45
1195.0+
9 East
0' -1'
50 104.0
108.0
96.3
10
T - 2'
35
95.0+
11
2' - 3'
40
95.0+
12
V - 4'
45
P195.0+
Soil Description:
Brown Sand
In Place Moisture:
7.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.0 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of Compaction Meets
Minir�,',� Map,��
ti i1 o Natural Grade.
+.�_.. \CiENS�r •.C�
109.0
W I I I I I
E I I I I 1 I
I
G 108.0
H I I t I I I
T I I I I
I I I I I
P 107.0 —
C I 1 I I 1
• 1 I I I I
F
106.0---.._. j_.._.i _.._i._.._�._..i......._
D I I I I I I
R
Y 105.0 1•--•-1,—..,4.._..�
9 10 11 f2e copy 3 14 15
Mo PA�Z'-j l ipfl w
5MnfTez@hotmail.com
die County Building Department
G. Kcilpr, P.E.: 37293 1,51 I_ir.. No.; 861) / Julie F. Keller, P.F,: 68366