HomeMy WebLinkAboutDENSITY TEST REPORTS7882 SW Ellipse Way
Stuart; Florida 34997
Phone: (772) 489-9989
Fax: , (772) 489 2989
TRANSMITTAL
Project: Vitagliano Residence
511 NW Winters Creek Road
Palm City, Martin County, Florida
Project No.: 07-0729
Date: August 30, 2007
We are Sending you:
:tA o-I OS- O3(�d
From: Darcee M. Pilarski
SCANNED
St. Lucie County
Originals
Date
Description
2
0=3/07
Proctor Compaction Test Report No. P-001
2
01127/07
Soil Density Report No. D-001
2
08/27/07
Soil Density Report No. D-001
1
N/A
Credit Application Form
Distribution
Watlee Construction
To:
Attention: Mr. Ryan Watley
3163 SE Lionel Terrace
Address
Stuart, Florida 34997
Mr. Watley —
Thank you for allowing GFA International the opportunity to do business with Watlee Construction.
I have included GFA's credit application form, if you would like please complete and fax the credit
application to our corporate office at (561) 819-1052. This will prevent any future CODS when work
is requested.
Thank you again for your business and we look forward to continuing doing business with you and
your company.
Thank you,
Darcee M. Pilarski
GFA INTERNATIONAL CREDIT APPLICATION FORM
1215 Wallace Drive Please complete, sign, and return this form along with _
Delray Beach, -FL33444 your Credit References and Financial Statement.
(P) 561-347-0070 Fax Form and Purchase Orders to 561.819-1052
yrERnnrw"�
BILLING ADDRESS: OFFICE ADDRESS:
Company Name:
Company Name:
Attention:
Attention:
Street Address:
Street Address:
City, State, Zip Code:
City, State, Zip Code:
Email Address:
Company Website:
GENERAL
INFORMATION
Federal Tax ID #:
Company Composition:
Corporation State Of:
_ Individual _ Partnership _ Corporation _ LLC
D&B Number:
At Present Location Since Date:
Are Premises Leased?
Amount of Credit Desired:
Yes _ No
PrinclpaVOwner (1): Title:
Email Address:
Phone No. & Extension:
Principal/Owner (2): Title:
Email Address:
Phone No. & Extension:
ORDERING
INFORMATION
Are Written Purchase orders Required?
Would You Like To Pay Via Credit Card at the Time of Order:
Yes _ No
Yes _ No
Purchasing Agent:
Fax:
Email Address:
Phone No. & Extension:
Accounts Payable Contact
Fax:
Email Address:
Phone No. & Extension:
INFORMATIONBANK
Bank Name:
Branch Name:
Bank Contact Officer:
Phone No. & Extension:
Bank Address:
City:
State: Zip Code:
Type of Account:
TRADEREFERENCES
Company Name:
City & State:
Phone/Fax:
Account #i
Credit Limit:
Company Name:
City & State:
Phone/Fax:
Account #:
Credit Limit:
Company Name:
City & State:
Phone/Fax:
Account #:
Credit Limit:
Company Name: City & State: Phone/Fax: Account #: Credit Limit:
TERMS & CONDITIONS
All accounts are COD until a credit application has been completed, reviewed, and approved. If any indebtedness Incurred
pursuant to this request for credit is not paid In full when dbe, the undersigned agrees to pay all costs of collection, including
reasonable attorney fees, court fees, filing fees, etc. Any balance so remaining unpaid shall bear interest at the greater of
1.5% per month or the maximum rate permitted by applicable law, until paid in full.
APPROVALACCEPTANCE &
gn ng is agreemen n ca es your acceptance or me arms anui-UWUNOWs as sae . n a ion, you aut Or ze
International to make any and all Inquiries necessary to process this Credit Application and for the above institutions to
release said credit information to GFA International.
Print Name of Authorized Representative:
Title:
Agreed & Accepted, Signature:
Phone/Fax:
Date:
loo rk,
root o.vv. cmpse way • aman, rL ovaai • 1f iq yaa-aaoa qlll
mcemanonai
PROCTOR COMPACTION TEST
CLIENT:
Watlee Construction
PROJECT NO:
07-0729
PROJECT:
Vitagliano Residence
LAB NO:
P-001
LOCATION:
SE Comer of Property
SAMPLED BY:
Clyde Jones
SOIL DESCRIPTION: Grayish/White F/M Sand w/some root
DATE SAMPLED:
8/23107
TESTED BY:
T.Osteen
DATE TESTED:
8/28/07
SPECIFICATION GOVERNING: AASHTO T-180
RESULTS OF TEST:
PERCENT MOISTURE
11.8
13.7
14.6
15.7
Optimum Moisture: 14.3
Maximum Dry Density: 101.1
Respectfully -Submitted.
LM Englieering; ,lna. d/b/a
GFA international' -
en9/07
Mario Ft;quene, E.
CA #4930
Registered Engineer# 60583
State of Florida
WET DENSITY
110.7
114.6
115.8
114.9
102
inn 100
z
w
0
r
0
moluoRl
98
11
DRY DENSITY
99.0
100.8
101.0
99.3
12 13 14 15 16
MOISTURE %
ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD 8 SPECIAL INSPECTIONS
OFFICES THROUGHOUT FLORIDA
7882 S.W. Ellipse Way • Stuart, FL 34997 • (772) 489-9989 E—� International
PROCTOR COMPACTION TEST
CLIENT: Watlee Construction
PROJECT: Vitagliano Residence
LOCATION: SE Corner of Property
SOIL DESCRIPTION: Grayish/White F/M Sand w/some root
TESTED BY: T.Osteen
SPECIFICATION GOVERNING: AASHTO T-180
RESULTS OF TEST:
PERCENT MOISTURE
11.8
13.7
14.6
15.7
Optimum Moisture: 14.3
Maximum Dry Density: 101.1
Respectfully Submitted.
LM Enginee4ng, Inc. d/b/a
GFA International
' !8/29107
Mario C. lFuquend, P!E.
CA 04936
Registered Engineer # 60583
State of Florida
WET DENSITY
110.7
114.6
115.8
114.9
102
101
LL
U
a.
rn 100
z
w
0
C3
0
�]
98 4-
11
PROJECT NO: 07-0729
LAB NO: P-001
SAMPLED BY: Clyde Jones
DATE SAMPLED: 8/23107
DATE TESTED: 8/28/07
I�7:Y��]��F9Y117
99.0
100.8
101.0
99.3
12 13 14 15 16
MOISTURE %
ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS
OFFICES THROUGHOUT FLORIDA
7882 S.W. Ellipse Way • Stuart, FL 34997 • (772) 489-9989 International
SOIL DENSITY REPORT
Page 1 of 1
Client: Watlee Construction Project # 07-0729
Project: 511 NW Winters Creek Road Date: 08/27/07
Address: 511 NW Winters Creek Road City: Palm City Report # D-001
Permit #: Tech: Gary Armstrong
Area Tested: House Pad Spec. Required 95%
LOCATION
Probe
Depth
Elev
Moist
%
Dry
Density
PCF
Maximum
Density
PCF
Optimum
Moisture
%
Comoaction
Attn
Pass
20' N x 20' E off SW Comer
12"
PR
9.7
108.0
101.1
14.3
106.8%
Yes
100' N x 10' E off SW Corner
12"
PR
9.5
108.9
101.1
14.3
107.7%
Yes
10' N x 22' W off SE Comer
12"
PR
1 9.6
109.0
101.1
1 14.3
107.8%1
Yes
50' N x 12' W off SE Comer
12"
PR
9.3
108.5
101.1
14.3
107.3%
Yes
20' S x 10' E off SW Comer
12"
PR
9.3
108.5
101.1
14.3
107.3%
Yes
Leaend for Elevation
PR= Proofroll
1,2,3 = 1st, 2nd, 3rd Lift
SL= Springline
BG= Below Grade
SG= Subgrade
BOF= Bottom of Footing
BC= Base Course
FG= Finished Grade
LM Engireering, bnc. d/b/a
G kInternational
Submitted byf{ O '8128107
Mario C. Ftiquelia, E.
Registered Engineer #60583
CA #4930
State of Florida
ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS
OFFICES THROUGHOUT FLORIDA
7882 S.W. Ellipse Way • Stuart, FL 34997 • (772) 489-9989
Intemational
SOIL DENSITY REPORT
Page 1 of 1
Client: Watlee Construction Project # 07-0729
Project: 511 NW Winters Creek Road Date: 08/27/07
Address: 511 NW Winters Creek Road City: Palm City Report # D-001
Permit #: Tech: Gary Armstrong
Area Tested: House Pad Spec. Required 95%
LOCATION
Probe
Depth
Elev
Moist
%
Dry
Density
PCF
Maximum
Density
PCF
Optimum
Moisture
%
Compaction
Attn
Pass
20' N x 20' E off SW, Corner
12"
PR
9.7
108.0
101.1
14.3
106.8%
Yes
100' N x 10' E off SW Comer
12"
PR
9.5
108.9
101.1
14.3
107.7%
Yes
10' N x 22' W off SE Comer
12"
1 PR
1 9.6
109.0
1 101.1
14.3
1107.8%
Yes
50' N x 12' W off SE Comer
12"
PR
9.3
108.5
101.1
14.3
107.3%
Yes
20' S x 10' E off SW Comer
12"
PR
9.3
108.5
101.1
14.3
107.3%
Yes
_eaend for Elevation
3R= Proofroil
1.2.3 = 1st, 2nd, 3rd Lift
3L= Springline
BG= Beiow Grade
3G= Subgrade
BOF= Bottom of Footing
3C= Base Course
FG= Finished Grade
L67 Engineering,!nc. d/bla
GFKlnteruational
Submitted by: s 81128/07
Mado . Fuquen . P E.
kegislered,Ergineeir #60583
CA #4930
State of Florida
ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS
OFFICES THROUGHOUT FLORIDA
BUREF*u VERITAS NORTH AMERI(.. INC.
A Bureau veritas Company - CA 26917
1001 Jupiter Park Drive, Suite 118, Jupiter, FL, 33458 G76S ' O 3i0
TELEPHONE: (561) 746-7698—FACSIMILE: (561) 746-8108
Geotechnical, Environmental, and Construction Materials Testing Engineers
FIELD DENSITY TESTS (NUCLEAR METHODS)
CLIENT: Watlee Construction, Inc. PROJECT NO.: 21008-144254.00
PROJECT: 511 NW Winters Creek Road LEGACY NO.: SC
REPORT NO.: 1 ����®
ADDRESS: RETEST OF TEST NO.St. L(J
CONTRACTOR: CONTROL NO. 46107Fie County
TEST DATE: 9/11/2008
SD #
DENSITY
TYPE
SOIL DESCRIPTION
OPT.
%
H2O
MAX.
DRY
TEST METHOD
SPEC
FICAT
ON
%
Min
H2O
(3)
%
Max
Hi0
(3)
Dry
Dens.n/
Min
Dry
Dens.%
Max
I
Footings
Tan Fine sand with trace of Root.
15.3 %
100.0 PCF
"MODIFIED" PROCTOR ASTM D
1557-C
95
103
Test
#
Location t
SD
#
Depth
(IN.)
2
Field Wet
Density
(PCF)
Field Dry
Density
(PCF)
%
H 0
2
%Max
Density
T BOTTOM OF POURED ADDITION - STEMWALL FOOTING
1
West Footing - Outside
1
12
113.7
99.6
14.2
99.6
2
West Footing - Inside
1
12
110.4
97.1
13.7
97.1
3
East Footing - Outside
1
12
113.7
100.2
13.5
100.2
4
East Footing - Inside
1
12
110.8
97.1
14.1
97.1
5
North Footing- Outside
1
12
112.3
98.3
14.2
98.3
6
orth Footing - Inside
I
12
110.2
96.8
13.8
96.8
(])All dimensions and directions are approximate. All lines and levels are the responsibility of others.
(2) BS=Backscatter test mode, otherwise the test mode is direct transmission at the indicated depth.
(3) The values shown in the % Min H2O _% Max H2O are relative to the value shown in Optimum % H2O
Technician: Joe Jesteadt
% DENSITY REQUIREMENT AS PER:
Note: Dispatch # 142484
Footing poured before technicians arrived. Shot densities at bottom of footing grade.
RECEIVED'
OCT 0 9 2008
Public Works
St. Lucie County, FL
Copy to:
- Denotes Failure to Meet %Moisture and/or %Density Requirement
E
submitted,
Steven"E. Black, P.E.
FL License No. 39810
AMERICA
Checked by
As a mutual protection to our clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from our
report is reserved pending our written approval. The client must submit this test report to the Engineer of Record and Special Inspector for their written approval. This report confirms density test results at the
test locations only. It does not indicate soil quality or bearing capacity.
The results presented in this report pertain only to the specific items tested Report Generation Date: 9/18/2008 Page 1 / 1
MOISTURE DENSIrx RELATIONSHIP TEST RES,—, TS AND GRAPH
C
U—
a
7.5 10 12.5 15 17.5 20
MOISTURE CONTENT (PERCENT OF DRY WEIGHT)
"MODIFIED" PROCTOR ASTM D 1557-C
TEST RESULTS
%>
SAMPLE OBTAINED
SOILS TECHNICIAN:
BYJoe Jesteadt
Rafael Santos
OPTIMUM MOISTURE = 15.3%
MAXIMUM DRY DENSITY = 100.0 PCF
RAMMER DESCRIPTIONwlechanical
LIQUID LIMIT:
PLASTIC LIMIT:
PLASTICITY INDEX:
MATERIAL DESCRIPTION
MATERIAL ORIGIN
Tan Fine sand with trace of Root.
Addition Stemwall Footing
CLIENT:
Watlee Construction, Inc.
DRAWN BY: jj
PROJECT:
511 NW Winters Creek Road
LOCATION:
CHECKED BY:
CONTRACTOR:
REMARKS:
PROJECT NO.: 21008-144254.00 REPORT:I
LEGACY NO.:
ProctoO 142485
DATE:
09/112008 CONTROL:460746
COPY TO:
Respect Ily submitted,
BUR U VEI;ArRTH AMERIC,
(T_
BUREAU VERITAS NORTH AMERICA, INC.
e
A Bureau Veritas Company - CA 26977
_
Geotechnical, Environmental, and Construction Materials Testing Engineers
even E. Black, P.E.
a�u
1001 Jupiter Park Drive, Suite 118, Jupiter, FL, 33458
FL License No. 39810
TELEPHONE: (561) 746-7698 FACSIMILE: (561) 746-8108
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts
from our reports is reserved pending our written approval. Om reports apply only to the standards of procedures identified and to the sample tested.
The results presented in this report pertain only to the specific items tested Report Generation Date: 9/15/2008
MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH
------1D5
90 +
7.5
10 12.5 15 17.5 20
MOISTURE CONTENT (PERCENT OF DRY WEIGHT)
"MODIFIED" PROCTOR ASTM D 1557-C
TEST RESULTS
%>
SAMPLE OBTAINED
SOILS TECHNICIAN:
BYJoe Jesteadt
Rafael Santos
OPTIMUM MOISTURE = 15.3 %
MAXIMUM DRY DENSITY = 100.0 PCF
RAMMER DESCRIPTIOW- echanical
LIQUID LIMIT:
PLASTIC LIMIT:
PLASTICITY INDEX:
MATERIAL DESCRIPTION
MATERIAL ORIGIN
Tan Fine sand with trace of Root.
Addition Stemwall Footing
CLIENT:
Watlee Construction, Inc.
DRAWN BY:
PROJECT:
511 NW Winters Creek Road
LOCATION:
CHECKED BY:
CONTRACTOR:
REMARKS:
PROJECT NO.: 21008-144254.00 REPORT:I
LEGACY NO.:
Proctor# 142485
DATE:
09/11/2008 CONTROL: 460746
COPY TO:
y submitted,
ResJRU
BUVEyriTpORTH AMERIC
teven E. BlackP.E.
C BUREAU VERITAS NORTH AMERICA, INC.
° d A Bureau Veritas Company - CA 26917
Geotechnical, Environmental, and Construction Materials Testing Engineers
, p
`
ra>a
1001 Jupiter Park Drive, Suite 118, Jupiter, FL, 33458
FL License No. 39810
TELEPHONE: (561) 746-7698 FACSIMILE: (561) 746-8108
k
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts
from oar reports is reserved pending our written approval. Our reports apply only to the standards of procedures identified and to the sample tested.
The results presented in this report pertain only to the specific items tested Report Generation Date: 9/152008
ti
g,. BUREAU VERITAS NORTH AMERIC =,,; INC. !
A Bureau Verita.s Compa - CA 26977
-0 7a �_ 63 GO
_10p1-htpiter_ParkDrive, Suite lI Jupiter, FL,_33458 VV_ _ _
! TELEP110NE: (561) 7461-7698 FACSIMILE: (561) 746-6108
e Geotechnic'al, Environmental, and Construction Materials Testing Engineers
FIELD DENSITY TESTS (NUCLEAR MET14ODS)
INNER
!!CLIEN'T: Watlee Construction. Inc. PROJECT NO.: 21008-144254.00
PROJECT: 511.NW Winters Creek Road SCANNED LEOACYNO.:
1ADDRESS:
—CON_VACTOR:DENSITY
TYPE j
rj
BY REPORTNO.: 1
RETEST OF TEST NO.:
St. Lucie County CONTROL NO.: 461071
TEST DATE: 9111 /2008
enrr nKCi'R TnTif1N ;OPT; MAX. TEST METHOD i
I 'Fiootings 1Tan Fine sand with trace of Root.
I
"s 'Test! Location'.
% DRY % I % E Dry i Dry i
H2O Min Max 'Dcus.n/dDons.%
H,0 1120 , Min Mar
.. I (3) (3)
'15.3%i WH PCF "MODIFIFD" PROCTOR ASTM D 93 103
! 1557-C
j SAT 130TTOM OF POURED AUDiT10N - STEMWALI. FOOTING
i
. 1 ,West Footing - Outside
` 2 West Footing - Inside
3 ;Gast Footing - Outside
4 East Fooling - Inside
5 .North Footing - Outside
6 Nortb Feeling- Inside
j(1) An dimensions and dimctions are approximate. All lines and levels are the Mlinnsittlity Ofatxrs.
(2) Hs=ilaekseattor test made, Otherwise the test mode is direct transmission at the indicated depoh,
(3) The aalue9 Shown in the w Min H20%Max H2O are relat w to tile value shown in Gpdmom o MD)
Technician: .toe jesteadt
a/a DENSITY REQUIREMENT AS PER:
vote: Dispatch d I42484
Footing poured before technicians arrived. Shot densities at bottom of footing grade.
Copy to:
SD i Depth Field Wct Field Dry
tt (iN.l Donsity, Density
2 1 (PCF) (PCF)
1 12 ! 113.7 99.6
_ I i 12 110.4 97.1
i
1 12-113,7 10012
....1 i 12 110.8 97.1
I j 12 ' 1123 98.3
^/n , % Max
FI O Density
2
t 4.2
99.6
13.7
97.1
13.5
100.2 .�
i 14.1
I 97.1
'I4,2
98.3
t..12.....i 11D.2 96.8 13.8 ! 96.8
utrotes FatlOre ro Meet 'A ail; twr: ntWNr nDk-Sk"Requirement
711!� ��p
r or,a. ��®
s `CIA
0 �z0o8
e ty
y submitted,
VE7'/A"
rr
Steven-E. Black, P.E.
FL License No. 39810
AMERICA
Checked by
As n:nntuel protection to mr client'. doe nvhlfe and gorselvec. ail repo.+s arc sobnrnM as the ennfident rl ptopom ofelienrs. Andmrizadon for publimtinn atstatemrnts. conclusions orc manes ftnm Our
report it reaerred pending annotator appro,,i.. The client nnmt submit this test report (a tin Engineer or Rotord and Special Inspt for for Ihelrwlitlen approval. This report confirms density test results at
tm t locutions only. It doaa net indicate coil quality mbeedng e,rncity.
The Mantis presented in this report Perot!" only to the specific items texted Report Generation Date: 0/1 &200a Pam I
II
MOISTURE DENSE-x RELATIONSHIP TEST RESL. ,'S AND GRAPH
"IVIVVJ.rtGY rrvs-r yr nu++.+
TEST RESULTS
%>
SAMPLE OBTAINED BYJoe Jesteadt
SOILS TECFINICIAN: Rafael Santos
OPTIMUM MOISTURE = 15.3%
MAXIMUM DRY DENSITY = 100.0 PCP
RAMMER 17ESCRIPTIONvlechanical
LIQUID LIMIT:
I PLASTIC LIMIT:
PLASTICITY INDEX:
MATERIAL DESCRIPTION
MATERIAL ORIGIN
'ran Fine sand with tram of Root
Addition Stemwall Footing
CLIENT: Watlee Construction, Inc.
DRAWN BY: p
PROJECT: +:1:'?''�NR'.itif�rsCi�&e!e?'$AaiR:'�
CHECKED BY:
LOCATION:
CONTRACTOR:
REMARKS:
PROJECT NO.: 21008-144254.00 R>PORT:I
rraomra lazass
LEGACY NO.:
DATE: 0911112008 CONTROL:460746
COPY TO:
gRespelly submitt d,
VEjiYr�ORTHAM1ERlC
BUREAU VERITAS NORTH AMBRICA, INC,`��//A
Bureau Derucrs Corninny - CA 26917
Black, P.E.
., ._ _ _r r• ._r __1 r-.,,....,...i:.,.. T.f..rmrinlr Teorino Fnoinnarc
1001 Jupiter .Pardo Drive, Suite 1 18, Jupiter, PL, 33458_ _ I r t sscenso rvo. ono IV r f
As a mutW protectien to clients. the public and numclves. all repotts am sldlmined as the conedenGal property of 0cnta. Authorimlion fin publication of amtamems, conclumns of
from our reports is reserved pending our written approval. Our rcpont, apply only to the standards ofpmcodmos idenU6ed and to the sample tested.
The results presented in Otis report penain only u, the specific itam tweed Ropon i3mcratipn Gate: 9/15/2003