HomeMy WebLinkAboutIN-PLACE DENSITY TEST REPORTBLUE MARLIN
ENGINEERING
Mr. Carlos Barrios, P.E.
Stephens Barrios
605 Delaney Ave. Suite - C
Orlando, FL. 32801
IN -PLACE DENSITY TEST REPORT
Family Dollar Fort Pierce
Fort Pierce, FL 34947
SCANNED
BY
St. Lucie County
*q'92
I?
Ogg
Project No: 17-162
Report No: 5
Sheet: I
Test Date: 3/7/18
Technician: R. Jones
General Test Location: Roadway& Parking Areas Around Building Required Compaction (%): 98
Test
'.. No. _
Test
_ ._ :Location.
(ft)hepthi
Elevation
Sell
In
Moisture
,(°k)'
Dry
' Density: ,.
Compaction
(%)
Notes(6810w)
36
50' N of Inlet 1
0-1
1710
6.7
111.2
100+
37
50' W of Inlet 3
0-1
1710
7A
111.0
100
38
50' S of Inlet 12
0-1
1710
6.9
110.7
100
39
75' S of Inlet 10
0-1
1710
8.5
108.7
98
40
1 25' N of Inlet 8
0-1
1 1710
7.8
109.8
99
41
25' W of Inlet 6
0-1
1710
5.6
110.5
100
42
251NW of Inlet 1
0-1
1710
5.9
109.8
99
43
25' SE ofNIES 15
0-1
1710
7.2
109.7
99
44
at middle of Dam ster
0-1
1710
8.5
110A
99
Moisture -Density Relationshin Dots:
Son ID
S Mavetam,�
Density
':optimum. Moisture
Tesf Method'
Description
LBR
1637
107.5
11.0
1 ASTM D1557
I Dark Gra to Gray Fine Sand w/Silt
N/A
1630
114.6
10.4
JASTMD1557
I Dark Brown fine sand w/some clay & aggregates
N/A
1710
01
1j/1 7
I FM 5-515
I Brown Fine Sand w/Silt Trace -Shell
I N/A
Notes: eeat) �"trsatt 46t! niddtpum compaction requirement
2�>Zetesl'tesult m um compaction requirement.
F.tn"tSO1��P,aL1•P b1ttoot(pct.
Y70/3�redfrotrgopofstabilized subgrade.
lL
5) Test Methods:
Density: ASTM D2937
Moisture: ASTM D4944
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Blue Marlin Engineering, LLC
102 Drennen Rd, Suite B-10, Orlando, F[orlda 32806 ♦ Telephone 407.21 Z4464 4 Fax 321.710.2483
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?r-11LUE MARLIN
ENGINEERING
Mr. Carlos Barrios, P.E.
Stephens Barrios
605 Delaney Ave. Suite - C
Orlando, FL. 32801
IN -PLACE DENSITY TEST REPORT
Family Dollar Fort Pierce
Fort Pierce, FL 34947
�9� 21.
Project No: 17-162 <�
Report No: 5 ��
Sheet: 1
Test Date: 3/7/18
Technician: R. Jones
General Test Location: Roadway & Parking Areas Around Building Required Compaction (%): 98
Test
No.
Test
Location
(1)Depth),
Elevation
Soil
ID.
Moisture
(k)
-Drys
Density
Compaction:
(%)
Notes (Below)
36
50' N of Inlet 1
0-1
1710
6.7
111.2
100+
37
50' W ofInlet 3
0-1
1710
7.4
111.0
100
38
50' S of Inlet 12
0-1
1710
6.9
110.7
100
39
75' S of Inlet 10
0-1
1710
8.5
108.7
98
40
25' N of Inlet 8
0-1
1710
7.8
109.8
99
41
25' W of Inlet 6
0-1
1710
5.6
110.5
100
42
25' NW of Net 1
0-1
1710
5.9
109.8
99
43
25' SE of MES 15
0-1
1710
7.2
109.7
99
44
at middle of Dum ster
0-1
1710
8.5
110.4
99
Moisture-Densitv Relationship Data:
SoilID
_
Maximum
Density
Optimum
Moisture
Test Method
- Description
LBIi
1637
1 107.5
11.0
1 ASTM D1557
Dark Gray to Gray Fine Sand w/Silt
N/A
1630
1 114.6
1 10.4
JASTMD1557
Dark Brown fine sand w/some clay & aggregates
N/A
1710
1 111.0
1 11.7
1 FM 5-515
Brown Fine Sand w/Silt Trace -Shell
I N/A
Noes: I) .l est remit below mmlmum wmpactmn requirement. 5)'fest Methods:
`,2 ,04&1114Q44Wts minimum compaction requirement. Density: ASTM D2937
��� 3 na�Niu p4�ds pFj�ubic foot (pct). Moisture: ASTM D4944
aptlt6ftestre m top of stabilized subgmde.
0..�jCEN„'-, -y
olm*
L �h�G\,����`` Blue Marlin Engineering, LLC
p1Rrk;uite B-10, Orlando, Florida 32806 1 Telephone 40Z21 Z4464 ♦ Fax 32L710.2483