HomeMy WebLinkAboutMOISTURE & DENSITY RELATIONSHIP REPORTe
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ATC Group Services LLC
JFA 9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Moisture & Density Relationship Report
Project ID: 3996000423
Project Name: Wawa Store #5220
Address: Prima Vista Blvd & Floresta Drive, Port St. Lucie
Permit No.:
Soil Description:
Brown Sand with Gravel
Sample Location:
Existing Material
111
108
13
SCANNED
BY
St. Lucie Count,
Proctor Number:
23806
Test Method:
ASTM D-1557
Correction Method:
Tested By:
William Martin
Date Tested:
3/23/2018
Date Obtained:
3/14/2018
Obtained By:
Khaled Afifi
Optimum Moisture:
Maximum Dry Density:
13.9
110.4
Moisture & Density Relationship Curve
14
Moisture Content C/a)
1s
e1 All dimensions and directions are approximate
Checked By: William Martin Project Manager..�J>_
As amutual protection to our client We public and oumalves, all reports an submitted as the
confidential property cfclieme. Autamereon for publication or statements, ccnolusions, or eatracts
from our reports is reserved pendingwritten approval. Our reports apply only tothe strengths of the
tostapecMem and nottotha Imffiu strengths of the member aden5f d Inthe'La.&%r-
Infotmation.
AUG 272018
PerMitting Department
St. Lucie County, FL
16
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J'W ATC Group Services LLC
'T 9955 N.W. Way Suite 1 Miami, FI.33178
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TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
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Moisture & Density Relationship Report
Project ID: 3996000423 Proctor Number: 23828
Project Name: Wawa Store #5220 Test Method: ASTM D-1557
Address: Prima Vista Blvd & Floresta Drive, Port St. Lucie Correction Method:
Permit No.: Tested By: Romulo Pineda
Soil Description:
Brown Sand with Some Gravel
Sample Location:
Existing Material
109
108
= mt
105
Date Tested:
3/26/2018
Date Obtained:
3114/2018
Obtained By:
Khaled Afifi
Optimum Moisture:
Maximum Dry Density;,
11.6
108.7
Moisture & Density Relationship Curve
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Moisture Content (%)
'• All dimensions and directions are approximate
Checked By: William Martin Protect Manager.
As a mutual prolallon W our clenl,lhe public and ourselves, all reports are subrabsi as the
confidential propaM of clients. Autadaaaon for publication of stabments, concluslom, a extracb .-
fromourreporleIsmserred pendlogealtun approval. Our mp ft apply only tithe dough, of the
fast specimens and not WOO lmelW stiengtha of the members ludeeNged In Oe'l.acation'
Information. !—
,, , ATC Group Services LLC
'C 9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Limerock Bearing Ratio Report
Project ID:
3996000423 LBR Number:
24301
Project Name
Wawa Store #5220 Test Method:
FM 5-515
Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Tested By:
Romulo Pineda
Permit No.:
Date Tested:
6/7/2018
Date Obtained:
5/31/2018
Obtained By:
Emmanuel Monuma
Soil Description:
Brown Sand with Some Gravel
Sample Location:
Existing Material
Optimum Moisture:
Maximum Dry Density:
LBR %
10.5
112.2
72.00
113
1104
0
Moisture & Density Relationship Curve
1 2 3 4 5 6 7 8 9 10 11 12 13
Moisture Content (%)
'a All dimensions and directions are approximate
Checked By: William Marlin Project Manager: yam'
Asa mutual probx0on to ourcl ent.the public and ourselves, all reports are submitted as the
confidential property of clients. ANntlrahen for publication of statements, conclusions or extrects
from our reports is reserved peMingwdeen approval. Our reports apply only both. strengths of the
teslspeclmens and not to the imseu strengths of the members Indentified in the'Locatlon'
Information.
Sent
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