HomeMy WebLinkAboutFIELD DENSITY TEST 2-9-22 p/ Notting Nutting Engineers of Florida,Inc.-Port St.Lucie Rep rt No: ND:22T2699
YI Engineers Port St.Luct e,FL 34983reet Issue No; 1
of Florida lnc.1 Established 1967 Phone:(772)408-1050 `,5
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Field Density Test Report
a o 699 sp+
Client: Anthony Gonzalez
2465 Johnston Road
Fort Pierce, FL 34951 STATE OF ,to
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Project: Palmetto Creek Shop-2465 Johnston Rd �LoR1DProject ? •'v�''��
o. P221920 2465 Johnston Road,Fort Pierce,FL //�is�O�q� ?�\\\�
Location:
Reviewed By:Christopher E.Gworek P.E.#69947
PO/Legal: Date: 2/14/2022
T-s-f ng D to ails
Tested By: Mike Kiefer Date Tested: 2/9/2022
Field Methods: ASTM D 6938 -
Gauge Type: 26 Troxler 3430 Test Mode: Direct Transmission
Model Number: 3440 Standard Count: Density: 2018
Serial Number: 68078 Standard Count:Moisture: 648
Weather: Overcast
Proctor Information
Sample ID Material Description Method MDD OWC(%)
(lb/fP)
22-2699-S01 Gray Sand,Trace Limestone ASTM D 1557(C) 112.5 10.4
- P -- A
TestResults a
_ „ _
Test Method Proctor Sample ID Probe Wet Water OWC Dry Comp Comp Results
No. Depth Density Content Var(%) Density (%) Spec(%)
(in.) (Ib/ft3) (%) (Ib/ft')
1 D 6938 22-2699-S01 12 123.9 14.4 +4.0 108.3 96 >_98 F
2 D 6938 22-2699-S01 12 124.6 16.3 +5.9 107.1 95 >_98 F
3 D 6938 22-2699-S01 12 124.2 15.2 +4.8 107.8 96 >_98 F
_Location# ,°. .m4° � d s
General Location: Metal Building
Test Location Test Elev/Depth Material/Layer
No.
1 Northeast Area Slab On Grade Structural Fill
2 Center Slab On Grade Structural Fill
3. .Southwest Area Slab On Grade Structural Fill
w « :. iLe�end'Corraments . .-
Steel Already In The Footings OWC=Optimum Water Content
MDD=Maximum Dry Density
F=Result does not meet specllication
Form No:110244,Report No:ND:22-2699 0 2000-2022 QESTLab by SpectraQEST.com Page 1 of 1
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Nutting Nutting Engineers of Florida,Inc.-Port St:Lucie Meport Mo:.P'TR:22 2699=S�"
615 SW Biltmore Street Issue Plo: 1
Engineers Port St.Lucie,FL 34983 r � r
of Florida Inc.l Established 1967 Phone:(772)408-1050
Your Project is Our Commitment Fax:(772)408-1049 n8�ll °a",°,ea rare °m°owl, y.�i°lNnNlI •��°�` d °pprovel atNNtlng ErpYieers.The
kefld
Proctor Report - �� SF- o
99 ..
Client: Anthony Gonzalez
2465 Johnston Road
Fort Pierce, FL 34951 �1O STATE OF
Project: Palmetto Creek Shop-2465 Johnston Rd '���'``F'• c[0R0Project A.�G�`���
o.Location: 2465 Johnston Road, Fort Pierce,FL
Reviewed By:Christopher E.Gworek P.E.#69947
,PO/Legal: Date: 2/14/2022
,• �; ,
Sam ie Details# x � F 'R
Sample ID: 22-2699-S01 Date Sampled: 2/9/2022
Sampling Method: N/A
Source: Existing Material
Material: Structural/Pad Fill
Specification: Soil Classification
Location: Building Pad
f " �nit�Weiit't��WaterCan#ent�Rela#ronsti� ��� ' ° TestResul#s� �."
ASTM D 1557
Maximum Dry Unit 112.5
Weight(Ibf/ft3):
Optimum Water Content
10.4
112:3 i > Method: Method: C
Me od
Preparation Dry
Rammer Type: Sector Face
' Retained Sieve 3/8"(9.5mm)
112:1
112.0 -,.:...: ,;..... .... J, Retained Sieve 3/4"(19mm)
0
-......... .... ,. . , .-,.....>, Passing Sieve 3/8"(9.5mm
Passing Sieve 3/4"(19mm) 100
111:7 ..... ... .. ..... ;... ...,....y .....,
Tested By: Marc Garner
a,17 S.6 .... .... . :.. .. .....:....... _ ; ..........., Date Tested: 2/12/2022
Ci 111.5 :: Visual Description: Gray Sand,Trace Limestone
t.
1.1°7,4 '
1:1;1:3 ...... ..........:.......
h
11.1.1 ..... ....... :... ...:. . ....::: .. . .............. . .`
111.0
7;0i 8.'0 9.0 10:0' 11.0 12t0-
Water Content`(%),
Comments
F�, ,�4 416
Form No:110031,Report No:PTR:22-2699-S01 m 2000-2022 QESTLab by SpectmOEST.com Page 1 of 1