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BLUE MARLIP
ENGINEERIN
Mr. Carlos Barrios, P.E.
Stephens Barrios
605 Delaney Ave. Suite - C
Orlando, FL. 32801
SGANNtL
BY
St. LUCID. Cnnnt,
00 l - p34
U DEC 1 3 UD
DEC 13 2017
PER.M117fiNG
St. Lucie County, FL
Project No: 17-162
Report No: 3
Sheet: 1
IN -PLACE DENSITY TEST REPORT Test Date: 12/11/17
Family Dollar Fort Pierce FILE
09 �chnician: A. Zappulla
Fort Pierce, FL 34947
M uVay-
General Test Location: Continous Wall Footing & Column Footing Required Compaction (%): 95
Test
No.
Test
Location -
(tL) Depthl
Elevation
Soil
ID
Moisture
M)
Dry
Density
Compaction
(%)
Notes (Below)
15
Continous Ftg at lines D.5-5
0-1
1630
14.9
112.3
98
16
Continous Ftg at lines A-3.5
0-1
1630
14.5
112.1
98
17
Continous Ftg at lines F-3.5
0-1
1630
14.0
112.5
98
18
Continous Fta at lines C.5-1
0-1
1630
13.8
113.7
99
19
Col. Ft F-5
0-1
1637
11.0
103.6
96
20
Col. Ft C-5
071
1637
10.1
106.0
99
21
Col. Ft A-4
0-1
1637
1 11.5
103.9
97
22
Col, Fig A-2
0-1
1637
11.8
104.4
97
23
Col. Fig B-1
0-1
1637
13.5
103.2
96
24
Col. Ft E-1
0-1
1637
12.0
105.0
98
25
Col. Ft F-1.8
0-1
1637
11.0
104.4
97
26
Col. Ft F-4
0-1
1637
13.0
103.5
9u
n,r..:......e ne. U., V.I.Nnnehin Fiat..
Soil ID
Maximum
Density
Optimum
Moisture
Test Method
Description
LBR
1637
107.5
11.0
ASTM D1557
Dark Gra to GrayFine Sand w/Silt
N/A
1630
114.6
10.4
ASTM D1557
Dark Brown fine sand w/some clay & aggregates
N/A
Notes: I �twthisglt bmArpipimum compaction requirement. of i nt metnoos:
--� LL!Titist iesuRtdceV 66N mum compaction requirement. Density: ASTM D2937
♦% .>�t+egsaytih'ddonds d ulfie�'bot (pe0. Moisture: ASTM D4944
D'eptho-tbst";,e-cWfmt5JAop ofsubgrade.
I ''!J2
- far ;rSz
nsciel�-#?lain. IT�ottl4`: •.�4 �
rtceltssed�o.•>d:oz �jo ��-
rrrttit:;Itll.'r Blue Marlin Engineering, LLC
102 Drennen Rd., Suite B-10, Orlando, Florida 32806 ♦ Telephone 407.217.4464 4 Fac 321.710.2483
-roto-
BLUE MARLIN
ENGINEERING
Mr. Carlos Barrios, P.E. Project No: 17-162
Stephens Barrios Report No: 3
605 Delaney Ave. Suite - C Sheet: 2
Orlando, FL. 32801
IN -PLACE DENSITY TEST REPORT Test Date: 12/11/17
Family Dollar Fort Pierce Technician: A. Zappulla
Fort Pierce, FL 34947
General Test Location: Continous Wall Footing & Column Footing Required Compaction (%): 95
Test
No.
Test
Location
A)Depth,
Elevation
SoII
ID
Moisture
(°/).
Dry
Density
Compaction
(°�)
Notes (below)
27
Col. Ft D-4
0-]
1637
12.5
103.3
96
28
Col. Ft D-1.8
0-1
1637
13.5
104.0
97
moisture-ucuau
Soil ID
Maximum
Density
Optimum
Moisture
TestMethod
Description
LBR
1637
107.5
11.0
1 ASTM DL557
I Dark Gray to Gray Fine Sand w/Silt
N/A
1630
114.6
10.4
ASTM D 1557
Dark Brown fine sand w/some clay & aggregates
N/A
Notes: ;) oloA vaAdrum6K;ginimum eompacnon regwremcua
+f�4fe�t,r¢sul[)75�tsl(opimum compaction requirement.
3�4wwk+in poulidS p � foot (pet).
� Q'pel`1�ti(gltf��t"(yepc o =rop ofsubgrzde.
Density: ASTM D2937
Moisture: ASTM D4944
rrrt ft! i c t t tN�t�. Blue Dfarlin Engineering, LLC
102 Drennen Rd., Suite B-10, Orlando, Florida 32806 ♦ Telephone 407.217.4464 s Fax 321.710.2483
?1'UE MARLIN
ENGINEERING
Mr. Carlos Barrios, P.E. Project No: 17.162
Stephens Barrios Report No: 3
605 Delaney Ave. Suite - C Sheet: 3
Orlando, FL. 32801
IN -PLACE DENSITY TEST REPORT Test Date: 12/11/17
Family Dollar Fort Pierce Technician: A. Zappulla
Fort Pierce, FL 34947
General Test Location: Building Pad Fill
Required Compaction (%): 95
Test
No.
Test
Location -
(k) Depthl
Elevation -
Soil
10
Moisture
(%)
Dry
Density
Compaction
(%)
Notes (Below)
29
N. Side, Approximate Ctr
2+3
1630
13.5
113.9
99
30
S. Side, Approximate Cur
2+3
1630
15.4
111.9
98
31
E. Side, Approximate Ctr
2+3
1630
14.5
112.1
98
32
W. Side, Approximate Ctr
2+3
1630
14.0
113.2
99
Moisture Density Relationship Data:
Soil ID
ilfaximum-
Density
Optimum
Moisture
Test Method
Description
_
I.BR
1637
107.5
11.0
1 ASTM D 1557
Dark Gray to Gray Fine Sand w/Silt
N/A
1630
114.61
10.4
JASTM D1557
Dark Brown fine sand w/some clay & aggregates
N/A
Notes: 1) -Test result below minimum compaction requirement. 5) Test Methods:
2) ••Retes t meets minimum compaction requirement. Density. ASTM D2937
tt�t�ITirl
3` ,�u.y1 m @�, 11Wppr/cubic foot (pet). Moisture: ASTM D4944
ODe�sryul�-[e41;rfere&F `frrp top of existing ground.
v'•••• •G��lp ��� Blue blarlinEngineering, LLC
❑t it Q, S(gr1�B-IQ Orlando, Florida 32806 1 Telephone 407.217.4464 ♦ Far 321.710.2483
?r-UE 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
[ECEUVE
DEC -7R
�� O/�o3p2G
SCANNED
BY
St. Lucie Count/
Project No: 17-162
Report No: 2
Sheet: 1
Test Date: 11/21/17
Technician: A. Zappulla
General Test Location: Building Pad Fil l Required Compaction (%):. 95
' Test
__. No.
�rTest
e- - ', , loeehon '" _- a u__ �:�
-- '
, (R)Depthl t
Elevation
Solt„
ID
.Moisture
�< Dry
sCompadiont
Notes {E3eltlw)
5
North Comer of Pad
1+2
1630
16.0,
115.6
100+
6
South Comer of Pad
1+2
1630
14.0
1123
98
7
Approximate Center of Pad
1+2
1630
15.5
1113
97
8
East Corner of Pad
1+2
1630
15.0
113.0
99
9
West Comer of Pad
1+?
1630
15.6
114.0
99
10
North Corner of Pad
0+1
1630
14.0
113.9
99
11
South Comer. of Pad
0+1
1630.
14.0-
114.0
100
12 _
Approximate Center of Pad
0+1
1630
13.5
1123
98
13
East Comer of Pad
0+1
1630
13.0
113.5
99
14_
West Comer of Pad
0+1
1630
15.0
114.0. _
99
Mnisture-Density Relatinnshin nnthe
Sod ID `
.,...Density
Optimum
M6isiure
Lest Afethoil
-'--
d .t ,t , Iiescnplroo _� =t r
..`�LDR
1637
1 107.5
11.0
1 ASTM D 1557
Dark Gray to GrayFine Sand w/Silt.
N/A
1630
114.6
10.4
ASTM D1557
Dark Brown fine sand w/someclay y &.a e ates
i N9A
`� O irRtn85rra�u is Rynimum compaciionrequirement.
,�N "7 vy�ic toot (pct).
4�l :DOept11Q T refurenneerl*m top of natural ground.
Ji LGJL Iv/CUIWI.
Density: ASTM D2937
Moisture: ASTMD4944
'Ntltltt4t��-
Blue Marlin Engineering, LLC
102 Drennen Rd, Suite B-10, Orlando, Florida 32806 ♦ .Telephone 407.217.4464 + Fax 321.710.2483
4
BLUE MARLIN
ENGINEERING
Mr. Carlos Barrios, P.E. Project No: 17-162
Stephens Barrios Report No: 1
605 Delaney Ave. Suite - C Sheet: 1
Orlando, FL.32801
IN -PLACE DENSITY TEST REPORT Test Date: 11/10/17
Family Dollar Fort Pierce Technician: A. Zappulla
Fort Pierce, FL 34947
General Test Location: Building Natural/Existing Required Compaction (%): 95
Test
No.
Test
Location -
(it) Depth/.
Elevation
- Soil
ID -.
Moisture
(%)
-` Dry
Density.,
Compaction
.. (%)
Notes @elow)
1
North Comer of Pad
0-1
1637
10.0
102.1
95
"
2
South Corner of Pad
0-1
1637
9.0
105.1
98
3
East Comer of Pad
0-1
1637
8.0
102.7
96
4
West Corner of Pad
0-1
1637
9.0
104.3
97
Moisture -Density Relationship Data:
Sail ID
Mazimum
Density
Optimum
Moisture
o
Tes@tetnod
' .
Description_
-
LM
1637
1 107.5
11.0
ASTM D1557
Dark Gray to Gray Fine Sandw/Silt
N/A
rvotes: \`tLntesr re',orcoeW, minimum compaction requiremem: o/ test scoops:
\\ ,'FiltteEreitl m,mmimum compaction requirement. Denaity. ASTM D2937
%% C. 9ensiw npp erg bie fee, (pct). Moisture: ASTM D4944
y 0 4) 4DirpiKdfi4g34t'tff�r I= top ofwbipade.
0 73262
41
"il /III IIINtt\' Blue Marlin Engineering, LLC
102 Drenneu Rd., Suite B-10, Orlando, Florida 32806 4 Telephone 407.21 Z4464 1 Fax 321.710.2483
BLUE 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
General Test Location: Building NaturaVExisting
bL;AlvlVCL,
BY
St. Lucie Coontl
Project No: 17-162
Report No: 1
Sheet: I
Test Date: 11/10/17
Technician: A. Zappulla
Required Compaction (%): 95
Test
No.
Test
Location
OL)Uepthl
Elevation
Sot]
ID -
Molstum
(%)
Dry
Density
Compaction
(%)
Notes (Below)
1
North Comer of Pad
0-1
1637
10.0
102.1
95
2
South Comer of Pad
0-1
1637
9.0
105.1
98
3
East Comer of Pad
0-1
1637
8.0
102.7
96
4
West Comer of Pad
0-1
1637
9.0
104.3
97
na..:�....dno..�s., R..t•t:�..a,:.. nsr,,.
Soil ID
Mal' I
Deusty
mum
M Stan
Sroltnrc
TutMethod
Description
LBR
1637
107.5
1 11.0
1 ASTMD15571
Dark dray to Gray Fine Sand w/Silt
1 N/A
Notes: `Jk��IW1 Af edtdt ft minimum compaction requirement. `
�\ �.fteE;eP md4mmimum compaction requirement.
CQemhyinpp bicfoot(pct7.
4) �D dfi'tg4¢t Sm top ofsubg ade.
0.73262
1221 K%
5) Test Methods:
Density: ASTM D2937
Moistme: ASTM D4944
I I l I i ritBlue Marlin Engineering, LLC
102 Drenuen Rd, Salle B-10, Orlando, Florida 32806 ♦ Telephone 407.217.4464 4 Fax 321.710.2483
0
BLUE 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
General Test Location: Building Pad Fill
Project No: 17-162
Report No: 2
Sheet: 1
Test Date: 11/21/17
Technician: A. Zappulla
Required Compaction (%): 95
Test
No.
Test
Location
(ft).Depth/
Elevation
Soil
ID
Moisture
(%)
Dry
Density
Compaction
(ON
Notes (Below)
5
North Comer of Pad
1+2
1630
16.0
115.6
100+
6
South Comer of Pad
1+2
1630
14.0
112.3
98
7
Approximate Center of Pad
1+2
1630
15.5
111.3
97
8
East Comer of Pad
1+2
1630
15.0
113.0
99
9
West Comer of Pad
1+2
1630
15.6
114.0
99
10
North Comer of Pad
0+1
1630
14.0
113.9
99
11
South Comer of Pad
0+1
1630
14.0
114.0
100
12
Approximate Center of Pad
0+1
1630
13.5
112.3
98
13
East Comer of Pad
0+1
1630
13.0
113.5
99
14
West Corner of Pad
0+1
1630
15.0
114.0
99
Moisture -Density Relationship Data:
Soil ID
Maximum
Density
Optimum
Moisture
Test Method
Description
LBR
1637
1 107.5
11.0
ASTM D1557
Dark Gray to Gray Fine Sand w/Silt
N/A
1630
1 114.6
1 10.4
JASTMD1557
I Dark Brown fine sand w/some clay & aggregates
N/A
\III
ll
notes:`�V \Tta
�� O trRtRAf
� 4NDOep�j
i compaction requirement.
um compaction requirement.
foot(pco.
a top of natural ground.
�) test Metnom:
Density: ASTM D2937
Moisture: ASTM D4944
-'rr11111N'
Blue Ma►Gn Engineering, LLC
102 Drennen Rd, Suite B-10, Orlando, Florida 32806 ♦ Telephone 407.217.4464 ♦ Fax 32L710.2483
?4,UE 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
Project No: 17-162
Report No: 3
Sheet: 1
Test Date: 12/11/17
Technician: A. Zappulla
General Test Location: Continous Wall Footing & Column Footing Required Compaction (%): 95
Test
No.
Test
Location
(1!) Depthl
Elevation
Soil
ID
Moisture
(Ya)
Dry
Density.
Compaction
(%)
Notes (Below)
15
Continous Fig at lines D.5-5
0-1
1630
14.9
112.3
98
16
Continous Fig at lines A-3.5
0-1
1630
14.5
112.1
98
17
Continous Fig at lines F-3.5
0-1
1630
14.0
112.5
98
18
Continous Ftg at lines C.5-1
0-1
1630
13.8
113.7
99
19
Col. Ft F-5
0-1
1637
11.0
103.6
96
20
Col. Ft C-5
0-1
1637
10.1
106.0
99
21
Col. Fig A4
0-1
1637
11.5
103.9
97
22
Col. Ft A-2
0-1
1637
11.8
104.4
97
23
Col. Ft B-1
0-1
1637
13.5
103.2
96
24
Col. Ft E-1
0-1
1637
12.0
105.0
98
25
Col. Ft F-1.8
0-1
1637
11.0
104.4
97
26
Col. Fig F-4
0-1
1637
1 13.0
103.5
1 96
Moisture -Density Relationship Data:
Soil ID
Maximum
Density
Optimum
Moisture
Test Methods
Description
LBR
1637
1 107.5
11.0
1 ASTM D1557
1 Dark Gray to Gray Fine Sand w/Silt
N/A
1630
1 114.6
1 10.4
JASTMD1557
I Dark Brown fine sand w/some clay & aggegates
N/A
Notes: I *,Ydst VesLftt U16MUnpunum compaction requirement. 5) Test Methods:
\� •`iiet6t resuh iiiee 64y mum compaction requirement. Density: ASTM D2937
egsatg5h-06,0s y�y rulfvmt (pct). Moisture: ASTM D4944
®/ D.gptiw�ie�t $rea�frol6top ofsubgrade.
73=62
js .
Os 1" mm k
Florida'Isicet Xu.•73262 G \t\
',Ili: a I t t %- Blue Mar/in Engineering, LLC
102 Drennen Rd., Suite B-10, Orlando, Florida 32806 1 Telephone 407.21 Z4464 ♦ Fax 32L710.2483
BLUE 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
Project No: 17-162
Report No: 3
Sheet: 2
Test Date: 12/11/17
Technician: A. Zappulla
General Test Location: Continous Wall Footing & Column Footing Required Compaction (%): 95
Test
No.
Test
Location
(ft.) Depth/
Elevation
Soil
ID
Moisture
(%)
Dry
Density
Compaction
(%)
Notes (Below)
27
Col. Ft D-4
0-1
1637
12.5
103.3
96
28
Col. Ft D-1.8
0-1
1637
13.5
104.0
97
Mnisture-Density Relationshin Data:
Soil ID
Maximum
Density
Optimum
Moisture
Test Method
Description
LBR
1637
1 107.5
11.0
ASTM D1557
Dark Gray to Gray Fine and w/Silt
N/A
1630
114.6
10.4
ASTM D1557
Dark Brown fine sand w/some lay & a e ates
N/A
rvotes: 1f\45<resmroatoyl�m�mum compacnon requirement.
I2 Jt r(FyltplR�4imum compaction requirement.
3�ehspy.xrPoun P�Qutwwf, foot (pcf).
STATE 9'
F
J) Just IYICmUub.
Density: ASTM D2937
Moisture: ASTM D4944
i"I 114111 OINN, Blue Marlin Engineering, LLC
102 Drennen Rd., Suite B-10, Orlando, Florida 32806 ♦ Telephone 40Z21 Z4464 1 Fax 321.710.2483
BLUE 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
General Test Location: Building Pad Fill
Project No: 17-162
Report No: 3
Sheet: 3
Test Date: 12/11/17
Technician: A. Zappulla
Required Compaction (%): 95
Test
No.
Test
Location-
(R)Deptill
Elevation
Soil
ID
Moisture
(%)
Dry
,Density
Compaction
(%)
Notes (Below)
29
N. Side, Approximate Ctr
2+3
1630
13.5
113.9
99
30
S. Side, Approximate Ctr
2+3
1630
15.4
111.9
98
31
E. Side, Approximate Ctr
2+3
1630
14.5
112.1
98
32
W. Side, Approximate Ctr
2+3
1630
14.0
113.2
99
Moisture -Density Relationshio Data:
.Soft 1D
Maximum
Density
Optimum
Moisture
Test Method
Description
LBR
1637
1 107.5
1 11.0
1 ASTMD15571
Dark Gray to Gray Fine Sand w/Silt
1 N/A
1630
1 114.6
1 10.4
JASTMD1557
I Dark Brown fine sand w/some clay & aggregates
N/A
Notes: 1) -'I est result below nummum compaction requirement. lest Methods:
2) "Retest t meets minimum compaction requirement. Density: ASTM D2937
3,WAA yil�i6➢rrcubic foot (pett Moisture: ASTM D4944
�11ODenVUrRerqWedrS,9, top of existing ground.
Vd' lG\��� Blue Marlin Engineering, LLC
'� hl�n , S 49%h-10, Orlando, Florida 32806 0 Telephone 40Z217.4464 ♦ Fax 321.710.2483
h
BLUE 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
General Test Location: Loading Area
SCANNED
BY
S4. Lucie Count,
FEB 22 20i8
ST. Lucie County,
Project No: 17-162
Report No: 3
Sheet: 4
Test Date: 2/15/18
Technician: A. Zappulla
Required Compaction (%): 98
Test
No.
Test
Location
(k) Depth)
Elevation
Soil
ID
Moisture
(%)
Dry
Density
Compaction
(%)
Notes (Below)
33
Center of Area
0+1
1630
13.5
112.5
98
34
Center of Area
1+2
1630
9.8
113.4
99
35
Center of Area
2+3
1630
10.4
112.7
98
Moisture -Density Relationship Data:
Soil ID
Maximum
Density
Optimum
Moisture
Test Method
Description
LBR
1637
107.5
11.0
ASTM D1557
Dark Gray to Gray Fine and w/Silt
N/A
1630
1 114.E
1 10.4
IASTMD1557
I Dark Brown fine sand w/some clay & aggregates
N/A
Notes: 1)-JV%V1bSeltberbW4y1mum compaction requirement. 5) Test Methods:
0.� etk jeis-pmp' m Nmucompaction requirement. Density: ASTM D2937
sgyin'pCdn�n'dg bIoPot(pct). Moisture: ASTM D4944
4) D,ep'tlL�j%t�t.'1y i1C: mmp of existing ground.
* ' N0. 73262 =
Florida
,drr/1111111 W."% Blue Marlin Engineering, LLC
102 Drennen Rd, Suite B-10, Orlando, Florida 32806 ♦ Telephone 407.217.4464 ♦ Fax 32L 710.2483
?r-UE 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
General Test Location: Loading Area
RECEIVED
FEB 2 2 £018
ST. Lucle County, Permltting
Project No: 17-162
Report No: 3
Sheet: 4
Test Date: 2/15/18
Technician: A. Zappulla
Required Compaction (%): 98
Test
No.
Test
Location
(tt) Depth/
Elevation_
Soil
ID
Moisture
(11)
Dry
Density
compaction
(01)
Notes (Below)
33
Center of Area
0+1
1630
13.5
112.5
98
34
Center of Area
1+2
1630
9.8
113.4
99
35
Center of Area
2+3
1630
10.4
112.7
98
Mnisture-Density Relationshin Data:
Soil ID
Maximum
Density
Optimum
Moisture
Test Method
Description
LBR
1637
1 107.5
11.0
1 ASTM D1557
Dark Gray to Gray Fine Sand w/Silt
N/A
1630
114.E
10.4
ASTM D1557
Dark Brown fine sand w/some clay8c a e ates
N/A
Notes: 1) -1 tSrirelyi)➢gow mmtmum compaction requirement.l ni[y59 minimum compaction requirement.
ky In-pd�6s 6a ubic foot (pc0.
JZ' r)M Peb}�ief'rtgst refero Isom top of existing ground.
No.
Fy
OFF
J) t esi memous:
Density: ASTM D2937
Moisture: ASTM D4944
cS�.........•.
/'/r�. /ONAL ENG`vve� Blue Marlin Engineering, LLC
102RUM lha; Suite B-10, Orlando, Florida 32806 1 Telephone 407.217.4464 1 Fax 321.710.2483
?4�UE MARLIN
ENGINEERING
Mr. Carlos Barrios, P.E. Project No: 17-162
Stephens Barrios Report No: 3
605 Delaney Ave. Suite - C Sheet: 4
Orlando, FL. 32801
IN -PLACE DENSITY TEST REPORT Test Date: 2115/18
Family Dollar Fort Pierce Technician: A. Zappulla
Fort Pierce, FL 34947
General Test Location: Loading Area Required Compaction (%): 98
Test
No.
Test
Location
(R) Depth/
Elevation
Soil
ID
Moisture
(%)
Dry
Density
Compaction
(Y.)
Notes (Below)
33
Center of Area
0+1
1630
13.5
112.5
98
34
Center of Area
1+2
1630
9.8
113.4
99
35
Center of Area
2+3
1630
10.4
112.7
98
Moisture -Density Relationshin Data:
Soil ID
Maximum
Density
I Optimum
Moisture
Test Method
Description
LBR
1637
1 107.5
1 11.0
1 ASTMD15571
Dark Gray to Gray Fine Sand w/Silt
N/A
1630
1 114.E
1 10.4
JASTMD1557
I Dark Brown fine sand w/some clay & aggregates
N/A
notes: \ �)54ryl
iyit Detow minimum compaction requirement.
\t resU4 ets minimum compaction requirement.
\\\\ ik ds'dpr�cubic foot (pct).
�\ ��4),DA(Sg%ofRecj c ;in top of existing ground.
N2*W8
-.slAT1E OF
�) test memocs:
Density: ASTM D2937
Moisture: ASTM D4944
ECG\71
a\\
\\\ Blue Marlin Engineering, LLC
h9e1, Suite B-10, Orlando, Florida 32806 ♦ Telephone 407.217.4464 ♦ Fax 32L 710.2483