HomeMy WebLinkAboutDENSITY OF SOIL IN PLACEA. �. ENGINEERING AND TESTING, IN
3504 INDUSTRIAL 33R STREET
SCANNED FORT PIERCE, FLORIDA 34946
LOCAL OFFICE: (772) 461-7508 FAX (772) 461-8880
MOISTURE - DENSITY RELATIONSHIP OF SOIL
Client: Budget Construction
Project: 3763 Oleander Ave.
Contractor: Client
SAMPLE DATA
2006
T.
Report Date: March 17, 2006
Project No.: 'I
/ f
Test No.: 8479
Permit No.: 05090906
Date Sampled:
March 16, 2006 I
Sampled by: R. Ankrom
Location:
Composite, E. Pad
Elevation: Fill
Description:
Brown fine sand, little sylt and clay, trace rock nodules
118
116
112
110
8
10 12 14 16
Moisture, %
TEST METHOD - ASTM D 1557
Technician:
M. Barkley
Test Method
B
Preparation:
Dry
Hammer:
Mechanical
Hammer Face: I
Sector
RESULTS
Maximum Dry Density*
116.0 pcf
Optimum Moisture Content*
11.0
'The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to
the nearest 0.1 % for information only. ASTM calls for these to be reported.
to the nearest 0.5 lb./cu. ft. or percent, respectively.
Distribution: Reviewed by: = ''
Client - 2 A. M. ENGINEERING ANi) �T-ESTING, INC.
Rebecca Grant,Ascoli-
RGA/pm Florida,Registration, No. 51 1�63
A. M. ENGINEERq*AND TESTING, INC.
3 504 INDUSTRIAL 3 3RD STREET
FT. PIERCE, FLORIDA 34946
LOCAL OFFICE: (772) 461-7508 FAX: (772) 461-8880
OF SOIL IN PLACE
Client: Budget Construction
Contractor: Client
Site: 3763 Oleander Ave.
Building E, Foundation Fill
Report Date:
Technician:
Permit No.:
3/17/06
R. Ankrom
05090906
Test
No.
Date
Tested
Location
Eleva-
tion
(ft) -
Field
Test Results
Proctor
Max
Dry
Density
( ef)
Com action
Pass/
Fail
HCP
HZO
Dry
Density
( cf)
Probe
Depth
(in)
In
Place
(%)
Min
Req'd
(%
8480
3/16/06
Map Location 1
0-1
50
8.4
114.1
12
116.0 1
98.4
95
P
8481
It1-2
60+
12
116.0
95+
95
P
8482
it1
2-3
60+
12
116.0
95+
95
P
8483
Map Location 2
0-1
45
9.1
113.0
12
116.0
97.4
95
P
8484
1-2
60+
12
116.0
95+
95
P
8485
2-3
60+1
12
116.0
95+
95
P
8486
Map Location 3
0-1
50
7.8
113.9
12
116.0
98.2
95
P
8487
it1-2
60+
12
116.0
95+
95
P
8488
if2-3
60+
12
116.0
95+
95
P
8489
Map Location 4
0-1
55
8.6
114.8
12
116.0
99.0
95
P
8490
of1-2
60+
12
116.0
95+
95
P
8491
2-3
60+
12
116.0
95+
95
P
I
Remarks:
• All elevations are below bottom of slab. j
• The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
• The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the
relative density of the subsurface soils.
The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution: Reviewed by: ;
Client - 2 A. M. ENGINlEERING •AND ;TESTING, INC.
Rebecca Grant Ascoli;.P: E. =
Florida Regi8tratioii Nc. 5'1863
S: IFort Pierce Of ceWetAppsUME LOG BOMCommercial IobslBudget Constructionl3763 Oleander Avel8480-8491 Density
_o
A�. EN
� N
ft-
GINEERENG AND ESTING, INC.
3504 INDUSTRIAL 33"" STREET
FORT PIERCE, FLORIDA 34946
7172) 461-7508 OFFICE - (772) 461-8880 ELK
.Z
AsT b ' �
A�. EN
� N
ft-
GINEERENG AND ESTING, INC.
3504 INDUSTRIAL 33"" STREET
FORT PIERCE, FLORIDA 34946
7172) 461-7508 OFFICE - (772) 461-8880 ELK
.Z
AsT b ' �
Pre -Cons
4. LN�IAR 2 4 '2003
FJ
gor�ltww
on Termite Treatment
1-500-255-7375
Property Information
Treatment Dace - Tyme L�l
Lot Block
3
Subdivision, N=*
Street Address (If known)
city State zip
Owner Name (If known)
Product,
Treatment Type; iU'nderslab
Wood Treatment
Mu
%%�� lder/Contractor
.8(_d ee: f & N 1tra c CJ)
Name of Btulder
Shell Contractor
�-- Constneti" T' pc
Monolithic Floating/Stemwall
Product! Disodium Octaborate (Boracare) 1
Other �
Concentration < I
Square Feet Treated 0 3
Patio Entry Driveway
tment Information
Patio/Driveway Final
Frobuild TC Cypemetbrin Y
Mixed Product Applied S �S
Linear Feet Treated
o If this box is checked, then Final Perimeter treatment has
been completed and the following statement is applicable:
Certificate of Compliance: This building has received a complete treatment for the prevention of
subteruanean termites. This treatment is in accordance with the rules and laws established by the
Florida Department of Agriculture and Consumer Services.
41 le� 'E7/! s
Applicator's Name (please print)
Applicator's Signature
l 'd M 'ON
HO-TO19 Rev I2/05
®Hulett Enviw=cntd services
I WdLI 9001 '66 'M
IRj 005/005
``->1%29/2004-10:36 FAX 7723354052
NOV-29-2004 10:18 F ITY
aTIONRL TITLE
56162250e9 P.03
File No.: 04-010-416264
Policy No.: 26-33.92-04-010-41fi264
EXHIBIT "A"
A parcel of tend lying within the South one-half 11 /2j of the Northeast one -quarter (1 /4) of
Section 33, Township 35 South. Flange 40 East, St. tLucie County, Florida. Said parcel being
more particularly described as follows:
Commence at the Northeast comer of the Southeast one -quarter (114) of the Northeast
one -quarter (1/4) of said Section 33; thence, North 88 degrees 09 minutes 16 seconds West,
along the North line of the South one-half (1/2) of the Northeast one -quarter (114) of said
Section 33, a distance of 692.03 feet; theriee, South 00 degrees 22 minutes 55 seconds West,
parallel with the East line of (said Section 33, a distance of 224.50 feet to the Point of
egrees 22 minutes 55 seconds Vilest, a distance of
Beginning; thence, continue South 00 d
112.25 feet;. thence, South 88 degrees 09 minutes 16 seconds East, a distance of 600.00 feet
to the West line of a drainage right-of-way; thence, North 00 degrees 22 minutes 55 seconds
East, along said right-of-way line, -a distance of 112,25 feet; thence, North 88 degrees- 09
minutes 16 seconds West, a distance of 600.00 feet to the Point of Beginning.
Authorized Signatory
FORM 602A ($19411REV, 8197)
(altaa92.0011
I,
Page 2
II
ALTA OWNWS POLICY (10.17•021 SC14EDULE A
WITH FLORIDA MODIFICATIONS
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sd wd00:20 gooE vo -u-el_ 9662-OPM-L: 'ON XUA SNId33NISN3 UIOSINA: WOdA
FROM :FRISCIA ENGINEERING FAX NO. :7723407996 ran. 04 2006 03:01PM P10
-' — 1MVIVOu • .uay, IuuI
A]
R/W LINE
SEE PAUF
.F.DGF OP TRAv�I,WAY' PRIOR TO INITIAL INSPECTION, SAWCIIT EDGE
0P PAVEMENT TO 6" VEA rIC:AL DEPTH
tj
PRbPUSED �RiVEWAY-, PLAN VIEW
Driveway Widths,-9
Nearest Property Line//?
NAIL. � i �- R/W.
I
ILIA I"="'i"'�I'•t nl ClgE _.
`I cl�lii'� �11�� +r :A'! // l.{•'C�.�J Ci�:lrl'% X1lIs!C!l
DESIGN INVENT = OZ. Vi- 4
- SECTION A
Notes:
1. Surface Specifications:
a. Asphaltic concrete driveway extending into the right-of-way or pijblic
easernent shall consist of 1 j of Type It Asphaltic Concrete centered on a 1211
wider base of 4" thick compacted limerock or coqulno base, density shall bp,
98% of maximum as determined by AASHTO T-180,
2. Right -of -Way Restoration:
a. Requirement: As good or better than condition prior to construction
(includes adjacent areas). Use sod as necessary. Sod must be placed at at'
below the edge of pavement! Any sod placed above the edge of pavement will
not be approved at tho final inspection.
b. Drainage; Drainage ditches disturbed during construction shall be
gradod in such a manner as to provide for restoration of the flow line. The
County will not approve the final inspection if the placement of sod partially
blocks the driveway culvert, The top of the sod must match the invert of the
culvert.
3. Concrete or Asphalt briveway Surface:
a. initial inspection: When the driveway is prepared to accept the
concrete or asphalt, notify the,St. Lur,.le County Drainage Division at (561) 4t32.-
2511 for inspections, allowing at (Past one day for scheduling.
b. 1=inai inspection, Regardless of the type of surface materlal used,
schedule a final inspection after all requirements are met and right-of-way has
been restored.
Permit# ,'4,i.�a?.
Page #
FROM :FRISCIA ENGINEERING
FAX NO. :7723407996
an. 04 2006 03:01PM P11
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Cwrn"cq MOlnt Pipe
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SECTION
TOTAL LENGTH
FROM :FRISCIA ENGINEERING
FAX NO. :7723407996
Tan. 04 2006 03:01PM P12
Pipc ir[lliltnt; ll()lc;;;
1, �lll ru�uuf[!c[[lrc:rs rccom.mcllcic[tiolls must be w]lnwed.
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rarltuvci! frt7n7 tlrc rlsht of 1vny, !r c(urlll ltiut I
laitccd cnr� sacifans must vc
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