HomeMy WebLinkAboutFEILD DENSITY REPORT,
i" \
t
1J t.LuCie Conn1Y
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
9955 NW 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • tax 305-882-1200
Permit No:
Project No.:
3996000423
Client: Wawa Inc.
Technician:
Emmanuel Monuma I
Project: Wawa Store # 5220
DATE:
3/27/2018
General Contractor: Hooks construction
Grading Contractor:
Mosley and son
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
•.
ELEVATION
BELOW
DEPTH
BELOW
'
LOCATION GRID COORDINATES OR ROADWAY
NO.
No.
NO.
DENSITY
DENSITY
(PCF)
%
MAX DENSITY
PASS
FAIL
RETEST
FINISH
PLAN
STATION
•
(PCF)
(PCF
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
121.1
109.1
12.0
11.2
95.0
98.8
x
2'4"
F4 B1
2
110.4
122.2
109.9
12.3
11.5
95.0
99.5
x
1'4"
F4a B1
3
110.4
120.5
108.8
11.7
10.5
95.0
98.6
x
2'4"
F6(a-A6
4
110.4
119.2
108.2
11.0
10.0
95.0
98.0
x
1'4"
F6 A6
5
110.4
121.4
110.0
11.4
10.6
95.0
99.6
x
2'4"
EZ@A7
6
110.4
120.8
109.2
11.6
10.8
95.0
98.9
x
1'4"
F7no.A7
7
110.4
118.9
108.0
10.9
10.2
95.0
97.8
x
2'4"
F6 A10
8
110.4
120.1
109.1
11.0
10.2
95.0
98.8
x
1'4"
F6 A10
9
110.4
120.0
108.7
11.3
10.6
95.0
98.5
x
2'4"
F6at7810
10
110.4
120.5
109.0
11.5
10.7
95.0
98.7
x
1'4"
F6 810
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -tired Vibratory Plate
X
Walk
Behind Steel Drum Other:
Remarks: Above locations are compacted to
firm conditions
`Proctor
No. Maximum Density (PCF)
Opt. Moisture
(%) Std. Proctor
Mod. Proctor Respectfully Submitted %E. Pa
ATC G Seryic LLCYr Np
p
23806 110.4
13.9
X�10ENSF
lex E. ''��•nFs./ZORIDP.•\���!`i
Senior Engineer =:
MAR 2 8 RECD
SjORAIEH�p,p
License # 62519
;
Florida
?
' u still Density Repmt D'ccl 'mer-'!T ease tot results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill an I
at other locations as well as the condition of the underlying soils has not been determined by this office."
U70
ac.BYNEL
St. Luce C7110'
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 N1W 116th Way, Suite i
Miami, FL 33178
tell. 305-882-8200 • fax 305-882-1200
Permit No: 1704-0135
Project No.:
3996000423
Client: Wawa Inc.
Technician:
Emmanuel Monuma
Project: Wawa Store # 5220
DATE:
3/2712018
General Contractor: Hooks construction
Grading Contractor:
Mosley and son
PROCTOR
WET
DRY
%
OF
..
ELEVATION
DEPTH
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
BELOW
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO.
(PCF)
RETEST
FINISH
PLAN
STATION
•(PCF)
(PCF)
NO
GRADE FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
121.1
109.1
12.0
11.2
95.0
98.8
x
2'4"
F4anB1
2
110.4
122.2
109.9
12.3
11.5
95.0
99.5
x
1'4"
F4C_B1
3
110.4
120.5
108.8
11.7
10.5
95.0
98.6
x
2'4"
F6 A6
4
110.4
119.2
108.2
11.0
10.0
95.0
98.0
x
1'4"
F6 A6
5
110.4
121.4
110.0
11.4
10.6
95.0
99.6
x
2'4"
F7na A7
6
110.4
120.8
109.2
11.6
10.8
95.0
98.9
x
1'4"
F7na A7
7
110.4
118.9
108.0
10.9
10.2
95.0
97.8
x
2'4"
F6 A10
8
110.4
120.1
109.1
11.0
10.2
95.0
98.8
x
1'4"
F6 a@A10
9
110.4
120.0
108.7
11.3
10.6
95.0
98.5
x
2'4"
F6 B10
10
110.4
120.5
109.0
11.5
10.7
95.0
98.7
x
1'4"
F612B10
Compaction
Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -tired Vibratory Plate
X
Walk
Behind Steel Drum
Other:
Remarks: Above locations are compacted to
firm conditions
'Proctor No. Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor
Mod. Proctor Respectfully Submitted
23806 110.4
13.9
X
c =_
;. �tCENs'••.,G
a 9'., STATEOF '
Alex' a i E. BIOP.. •Y`��e�
'pSN,"' o
Florida License # 62519 '.n00+�
Soil Density Report Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office."
kTc
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • fax 305-882-1200
Permit No: 1704-0135
Project No.:
3996000423
Client: Wawa Inc.
Technician:
Emmanuel Monuma
Project: Wawa Store # 5220
DATE:
3/27/2018
General Contractor: Hooks construction
Grading Contractor:
UCMI
PROCTOR
WET
DRY
% OF
..
ELEVATION
DEPTH
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
RETEST
BELOW
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
'
NO
(PCF)
(PCF)
(PCF)
%
NO
FINISH
PLAN
STATION
SPEC.
ACTUAL
GRADE (FT.)
SUBGRADE
11
110.4
119.5
109.0
10.5
9.9
95.0
98.7
x
2'4"
F5x131a 813. 614
12
110.4
119.1
108.0
11.1
10.3
95.0
97.8
x
1'4"
F5x131a B13. B14
13
110.4
119.6
108.7
10.9
10.1
95.0
98.5
x
2'4"
F5x131a B13. B14
14
110.4
118.6
107.9
10.7
10.0
95.0
97.7
1 x
1'4"
F5x13(a)B13, B14
15
110.4
119.9
108.6
11.3
10.6
95.0
98.4
x
6'6"
FBx26 H14 G14
16
110.4
119.5
107.9
11.6
11.0
95.0
97.7
x
66"
FBx26(a H14. G14
17
110.4
120.9
108.9
12.0
11.3
95.0
98.6
x
5'6"
El x26lo�H14. (314
18
110.4
121.8
110.0
11.8
11.0
95.0
99.6
x
5'6"
F8x26@H14, G14
19
110.4
121.1
109.7
11.4
10.5
95.0
99.4
x
6'6"
P3
20
110.4
121.1
109.4
11.7
11.1
95.0
99.1
1 x
5'6"
P3
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfeot Brickfoot
Rubber -tired Vibratory Plate
X
Walk
Behind Steel Drum Other:
Remarks: Above locations are compacted to
firm conditions
`Proctor No. Maximum Density (PCF)
Opt. Moisture (/o)
u Std.
. Proctor
E.
Mod. Proctor Respectfully SubmittedATC
G p Se y ces LC,d
{;
23806 110.4
13.9
X
P:'`..jCE.......
h% 625fy i
-
�.t•'•..,fjORIDP:'f11r+'t+++�
At 1 a E. =
Senior Engineer
Florida License 9 62519
Soil Density Report Disclaimer -'These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the undedying soils has not been determined by this office."
r-
;'ITC
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • fax 305-682-1200
Permit No:
1704-0135
Project No.:
3996000423
Client:
Wawa Inc.
Technician:
Emmanuel Monuma
Project:
Wawa Stare # 5220
DATE:
3/27/2018
General Contractor:
Hooks Construction
Grading Contractor:
Mosley and son
PROCTOR
WET
DRY
%
..
ELEVATION
DEPTH
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
RETEST
BELOW
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
•
NO.
(PCF)
(PCF)
(PCF)
%
NO
FINISH
PLAN
STATION
SPEC.
ACTUAL
GRADE (FT.)
SUBGRADE
21
110.4
116.8
108.0
8.8
7.3
95.0
97.8
x
2'4"
F59K15
22
110.4
117.3
108.8
8.5
7.9
95.0
98.6
x
1'4"
F5na K15
23
110.4
117.1
108.1
9.0
0.2
95.0
97.9
x
2'4"
F4 J14
24
110.4
117.0
107.9
9.1
8.7
95.0
97.7
x
1'4"
F4@J14
25
110.4
116.6
108.6
8.0
7.2
95.0
98.4
x
7'
F8x250)J12. J10
26
110.4
116.7
107.9
8.8
8.0
95.0
97.7
x
7'
F8x25 J12 J10
27
110.4
115.1
108.9
6.2
5.9
95.0
98.6
x
6'
F8x25(7D J12. J10
28
110.4
116.5
108.0
8.5
8.0
95.0
97.8
x
6'
F8x25PJ12. J10
29
110.4
117.2
107.7
9.5
8.9
95.0
97.6
x
2'4"
1 F6x7@J7
30
110.4
118.3
108.4
9.9
9.0
95.0
98.2
x
1'4"
F6x7na.J7
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum
Other:
Remarks: Above locations are compacted to
firm conditions
'Proctor
No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor
n"""""'•.,
Mod. Proctor Respectfully Submitted g E. A
ATC p Se LC,pz
23806
110.4
13.9
XP:•`�\GENSF>C3=
* •
p. STATE OF /
Alex a i a E.Senior " �wFs.;20fltOp•'���'�.`�
ineer
Florida License # 62519-"'.y�ONA=ENG��,p`
Soil Density Report Disclaimer -"These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office."
ciTC
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • fax 305-882-1200
Permit No: 1704-0135
Project No.:
3996000423
Client: Wawa Inc.
Technician:
Emmanuel Monuma
Project: Wawa Store # 5220
DATE:
3/27/2018
General Contractor: Hooks construction
Grading Contractor:
Mosley and son
PROCTOR
WET
DRY
% OF
..
ELEVATION
DEPTH
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
BELOW
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO
(PCF)
(PCF)
(PCF)
RETEST
NO
FINISH
PLAN
STATION
SPEC.
ACTUAL
GRADE (FT.)
SUBGRADE
31
110.4
118.6
108.0
10.6
10.0
95.0
97.8
x
2-4"
F7anJ5'
32
110.4
119.7
108.8
10.9
10.3
95.0
98.6
x
1-4"
F7PJ5
33
110.4
118.4
108.1
10.3
9.7
95.0
97.9
x
5-4"
FSla_J4
34
110.4
118.9
107.9
11.0
10.2
95.0
97.7
x
4-4"
F8(aDJ4
35
110.4
119.3
108.6
10.7
10.1
95.0
98.4
x
54"
FfIEDW
36
110.4
119.1
107.9
11.2
10.4
95.0
97.7
x
4-4"
F8 J9ti
37
110.4
119.8
108.9
10.9
10.1
95.0
98.6
x
2-4"
F6t7a.A5
38
110.4
118.5
108.0
10.5
9.8
95.0
97.8
x
1-4"
F6QA5
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -tired Vibratory Plate
X
Walk
Behind Steel Drum Other:
Remarks: Above locations are compacted to
firm conditions
Proctor No. Maximum Density (PCF)
Opt. Moisture (/o)
u Std. Proctor
Respectfully Submitted „.+."".
Mad. Proctor �`' E. P44-1
ATC G rp Ser ice LC,,'" �Gs
23806 110.4
13.9
X
r` P�'..........
.\C@NS
STATE �� Q
-
9'•5 OF
Alex at E.F<pRIDP...\��'"r
-'S��NAIENGio'o
Florida License # 62519..unir
Soil Density Report Disclaimer -"These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." '
.LTG
SCANNED
BY
St. Lucie Caunty
I-7,,y- a137
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tell. 305-882-8200 - fax 305-882-1200
Permit No:
Project No.:
3996000423
Client: Wawa Inc.
Technician:
Emmanuel Monuma
Project: Wawa Store # 5220
DATE:
4/4/2018
General Contractor: Hooks Construction
Grading Contractor:
Mosley and Son & UCMI
PROCTOR
WET
DRY
% OF
.
ELEVATION
DEPTH
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
RETEST
BELOW
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO
(PCF)
(PCF)
(PCF)
o/
NO
FINISH
PLAN
STATION
'
SPEC.
ACTUAL
GRADE (FT.)
SUBGRADE
1
110.4
120.7
109.4
11.3
10.6
98.0
99.1
x
1'
Building looter area: F8x22 @A1, 3
Building footer area: F6 @A5
Building looter area: F6 @A6
Building looter area: F7 @ A7
Building looter area: F6 @ B10
Building Tooter area: FBx26@FGH1 A6j§;15
rt �
Building looter area: FBx25 @ Al, A 3 3
Storm line: St#1 / 15'W c "
n :3,
Storm line: St#1 / 2'N - ,
2
110.4
120.1
109.9
10.2
9.7
98.0
99.5
x
1'
3
110.4
119.6
108.7
10.9
10.0
98.0
98.5
x
1'
4
110.4
120.9
110.6
10.3
9.4
98.0
100.21
x
1'
5
110.4
120.3
109.6
10.7
9.9
98.0
99.3
x
1'
6
110.4
119.1
108.9
10.2
9.5
98.0
98.6
x
1'
7
110.4
118.8
108.8
10.0
9.4
98.0
98.6
x
1'
8
110.4
121.0
110.0
11.0
10.3
98.0
99.6
x
2'
9
110.4
121.2
110.4
10.8
10.0
98.0
100.0
x
1'
10
f7 C7
Compaction
Equipment Used: Vibratory:
Non -Vibratory Smooth Steel Drum
I
Sheepsfoot Brickfoot
rD
-Ct -
Rubber -tired Vibratory Plate X
Walk Behind Steel Drum Other:
e,
Remarks: Above locations are compacted to firm conditions
-n
I
�
'Proctor
No. Maximum Density (PCF)
Opt. Moisture (%) Std. Proctor
Mod. Proctor Rcspcctf�llySGbmi,gccl' , "" "••..
ATC,O cervices LUC,,''r�'f�W E. PANG+
23806 110.4
13.9
X
rp
_ . � I d1 : "uCENSF
0 625t�`
Q
F7 -
' •-O ` STATE OF
- F.Icxt a i e E.=9�.0'•:'`<Og10�.••'frp
'.Sanior;Eugircer --'-.r�S%ONALENG;�i'�
%Florida License M 625IS'
n.
Soil Density Report Disclaimer -'These test results should be regarded as indicators of the degree of compaction a0alned at these spot locations and depths only: Tha`degree of
compaction at greater depths in the fill and at other locations as well
as the condition of the underlying soils has not been determined
by this office." r
ETC
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tell. 305-882-8200 • fax 305-882-1200
Permit No: Project No.: 3996000423
Client: Wawa Inc. Technician: Emmanuel Monuma
Project: Wawa Store # 5220 DATE: 4/4/2018
General Contractor: Hooks Construction Grading Contractor: Mosley and son
PROCTOR WET DRY % OF **
TEST LIFT MOISTURE MOISTURE BELOW BELOW LOCATION GRID COORDINATES OR ROADWAY
NO. NO. NO DENSITY DENSITY (PCF) MAX DENSITY PASS FAIL RETEST FINISH PLAN STATION
(PCF) (PCF) SPEC. acTua� NO GRADE (FT.) SUBGRADE
11
1 110.4
120.0
109.6
10.4
9.8
98.0
99.3
x
1'
Building Tooter area: F6x7 P J7
12
110.4
120.2
110.1
10.1
9.3
98.0
99.7
x
1'
Buildin Tooter area: F4 J14
13
110.4
120.2
109.9
10.3
9.5
98.0
99.5
x
1'
Buildina footer area: F5(@K15
15
1 110.4
119.0
108.5
1 10.5
9.8
98.0
98.3
1 x
1'
Building footer area:F4 J1
16
110.4
120.1
109.4
10.7
9.9
98.0
99.1
x
1'
Building Tooter area: FS H4
17
110.4
119.8
108.8
11.0
10.3
98.0
98.6
x
1'
Building Tooter area: F8 H9
18
110.4
120.1
109.3
10.8
10.0
98.0
99.0
x
1'
Building footer area: F8x26 @FH1
19
110.4
121.7
110.5
11.2
10.5
98.0
100.1
x
1'
Building footer area: F4 Q B1
I
Compaction Equipment Used: Vibratory: Non -Vibratory Smooth Steel Drum Sheepsfoot Brickfoot
Rubber -tired Vibratory Plate X Walk Behind Steel Drum Other:
Maximum Density (PCF) Opt. Moisture (%)
110.4 13.9
Std. Proctor Mod. Proctor
X
EDF
I
Soil Density Report Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and'd@plhs only:' the tlegree of
compaction at greater depths in the rill and at other locations as well as the condition of the underlying soils has not been determined by this office." , i ' )
r`\
1
ETC
FIELD DENSITY - NUCLEAR METHOD
ATC Group Services LLC
9955 NW 118th Way, Suite 1 l
Miami, FL 33178
ASTM D-6938
tel. 305-882-8200 • fax 305=8821.200�,
Permit No:
Project No.:
3996000423 "'"'
Client:
Wawa Inc.
Technician:
Emmanuel Monuma
Project:
Wawa Store # 5220
DATE:
4/5/2018
rr
General Contractor:
Hooks Construction
Grading Contractor:
Mosley and son y
PROCTOR
WET
DRY
% OF
.,.
ELEVATION
DEPTH
r-y
`
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
RETEST
BELOW
BELOW
LOCATION GRID COORDINATES OR R � AY
NO.
NO
(PCF)
(PCF)
(PCF)
off,
NO
FINISH
PLAN
STATION
SPEC.
ACTUAL
GRADE (FT.)
SUBGRADE
1
110.4
120.2
108.2
12.0
11.4
98.0
98.0
x
1'
Building footin 's iers: F8x26 @FGH14
2
110.4
121.2
109.5
11.7
11.0
98.0
99.2
x
1'
Buildin footin 's iers: F8x26 G15
3
110.4
121.5
110.1
11.4
10.5
98.0
99.7
x
1'
Building footin 's pkmLE4@114
4
110.4
121.5
110.6
10.9
9.0
x
1'
Building footing's piers: F15 an K15
5
110.4
120.7
109.6
11.1
10.1
x
1'
Buildingfootin 's iers: F8x25 J10 12
6
110.4
119.2
109.0
10.2
9.5
x
1'
Buildingfootin 's piers: F8 G9
7
110.4
120.7
109.9
10.8
9.4
JOx
x
1'
Buildingfootin 's piers: F8 H4
8
110.4
120.0
110.0
10.0
9.3
x
1'
Buildingfootin 's iers: F8x26 F1 H1
9
110.4
121.4
110.4
11.0
10.3
0
x
2'
Buildingfootin 's : F6 A10
10
110.4
120.5
109.7
10.8
10.0
x
1'
Building footin l F6 @ A10
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum
Other:
P
Remarks: Above locations are compacted to
firm conditions
I
'Proctor
No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor
Respectfull; Submitted �,q•""""••
Mod. Proctor ATC G Scr
P JCE......
i
23806
110.4
13.9
X_,
.r
r:
IV�o:625f�i i
' -O ` STATE OF Alex
't.�pR101
a It a s.....AlENG�a'+
' Sc4iorBaginecr- "%
' Florida License 9 62519
Soil Density Report Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and'depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." r'
•Fg
ETC
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • fax 305-882-1200
Permit No:
Project No.:
3996000427
Client: Wawa Inc.
Technician:
Emmanuel Monuma
Project: Wawa Store # 5274 DATE:
04/20/2018
General Contractor: AT Construction
Grading Contractor:
BAC construction
ELEVATION
DEPTH
NO. I NO.
E
LIFT WET DRY MOISTURE MOISTURE % OFF BELOW BELOW LOCATION GRID COORDINATES OR ROADWAY
DENSITY DENSITY MAX DENSITY PASS FAIL RETEST
NO. (PCF) % FINISH PLAN STATION
(PCF) (PCF) ecr•r errnni NO GRADE (FT.) SUBGRADE
`r
faction Equipment Used: Vibratory: Non -Vibratory
Rubber -tired Vibratory Plate X Walk Behind Steel Drum
octor No. Maximum Density (PCF) Opt. Moisture (%)
23955 102.4 12.8%
Smooth Steel Drum Sheepsfoot
Other:
Std. Proctor Mod. Proctor
X
"Floridn,L.Cccnsc,t(625l9
Soil Densitv Report Disclaimer -'These test results should be regarded as indicators of the deqree of compaction attained at these spot locations and depths a1ty. The decree of
* ,*
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office.
E�TG
Permit No:
Client: Wawa Inc.
Project: Wawa Store # 5220
Contractor: Hooks Construction
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • fax 305-882-1200
Project No.: 3996000423
Technician: Emmanuel Monuma
DATE: 6/22/2018
Grading Contractor: Mosley and Son
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
MAX DENSITY
PASS
FAIL
•f
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO.
NO.
DENSITY
DENSITY
(PCF)
RETEST
FINISH
PLAN
STATION
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
123.5
110.9
12.6
11.4
98.0
100.5
x
Subgrade
building sidewalk:Line K 1 5
2
110.4
117.3
109.1
8.3
7.6
98.0
98.8
x
Subgrade
buildin sidewalk:Line K 5 10
3
110.4
125.A
109.7
16.1
14.7
98.0
99.4
x
Subgrade
building sidewalk:Line K (10. 15)
1=1 4U11OD @i:)nl '4S
4U@W4Je as uI44!W-1ad
N
.
)action Equipment Used: Vibratory: Non -Vibratory Smooth Steel Drum Sheepsfoot Brickfoot
Rubber -tired Vibratory Plate X Walk Behind Steel Drum Other:
Irks: Above locations are compacted to firm conditions
proctor No. Maximum Density (PCF) Opt. Moisture (%) Std. Proctor Mod. Proctor RcspcctfuIIy.Submi,tcd
LLC
23806 110.4 13.9 X ATC C Gp Sorb+ ,O
STA EOF
Florida.Licensck 62519
Soil Density Report Disclaimer- "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only.' The degree r
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this orrice." I
9�TC
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 11Sth Way, Suite (�
Miami, FL 33178
tell. 305-882-8200 fax 30 jl�v12W
Permit No:
Project No.:
3996000423 m k(a toz
n 0
Client:
Wawa Inc.
Technician:
Emmanuel Monuma 0 CD
Project:
Wawa Store # 5220
DATE:
6/25/2018 :3 N
rh. �
✓ rr
General Contractor:
Hooks construction
Grading
Contractor:
Mosley and son
-n
PROCTOR
WET
DRY
% OF
..
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR R WAY`
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
RETEST
NO.
NO
(PCF)
%
FINISH
PLAN
STATION
'
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
121.1
108.3
9.5
8.6
95.0
98.1
x
Sub rade
Sidewalk building pad north side: Line 15(K, H)
2
110.4
122.2
106.0
9.7
8.8
95.0
96.0
x
Subgrade
Sidewalk building pad north side: Line 15( H, D)
3
110.4
120.5
107.3
9.9
8.9
95.0
97.2
x
Subgrade
Sidewalk building pad north side: Line 15(D, A)
4
110.4
119.2
101.5
9.6
8.3
95.0
91.9
X
Subgrade
Sidewalk building pad north side: Line A(1, 5)
5
110.4
121.4
101.1
10.0
9.2
95.0
91.6
x
Subgrade
Sidewalk building pad north side: Line A( 5, 10)
6
110.4
120.8
101.4
10.4
9.6
95.0
91.8
x
Sub rade
Sidewalk building pad north side: Line A(10, 16)
7
110.4
118.9
102.0
10.1
9.4
95.0
92.4
x
Subgrade
Sidewalk building pad north side: Line 1(K, G)
8
110.4
120.1
101.9
10.3
9.5
95.0
92.3
X
Subgrade
Sidewalk building pad north side: Line 1(G, D)
9
110.4
120.0
102.1
10.5
9.7
95.0
92.5
x
Subgrade
Sidewalk building pad north side: Line 1(D, A)
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
I
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
X
Walk Behind Steel Drum
Other:
Remarks: More
com action is required at above failed locations
Proctor No.
Maximum Density (PCF)
p
Opt. Moisture (/o)
Std. Proctor
Mod. Proctor Rcspcctfiilly Submitted „n"""""•.,,ATG G
5crvicc LLC,a"� S;E: PANi�C
p i
23806
110.4
13.9
X
- t
9`STATE OF fr
%
E. _�.
FSenicir [ORIDP,.+`,r4�'6,,
El1�nA'
' Florida License N 6251`I�'S�UNAI
tf
Soil Density Report Disclaimer -"These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." , ,
c�TG
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services ILL rNt I
3.
9955 NW 116th Way, Sul eri
Miami, FL 33178 C "t
tel. 305-882-8200 • fax F5 @2-1200
Permit No:
Project No.:
3996000423 O (D ro
o_
Client:
Wawa Inc.
Technician:
Emmanuel Monuma OD
rt
Project:
Wawa Store # 5220
DATE:
4/8/2018 3
(D
General Contractor:
Hooks Construction
Grading
Contractor:
UCMI r
M-
PROCTOR
WET
DRY
%
OFF
ELEVATION
DEPTH
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
RETEST
BELOW
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO
(PCF)
(PCF)
(PCF)
NO
FINISH
PLAN
STATION
SPEC.
ACTUAL
GRADE (FT.)
SUBGRADE
1
110.4
1
117.8
108.1
7.0
6.7
98.0
97.9
x
3'
Electric wires: From Line K(2.3) to30'S
2
110.4
1
118.8
10B.2
7.7
7.0
98.0
98.0
x
2'
Electric wires: From Line K(2. 3) to4O'S
3
110.4
1
118.9
109.7
7.2
6.8
98.0
99.4
x
1'
Electric Wires: From Line K(2. 3) to25'S
4
110.4
1
119.0
109.0
10.0
9.5
98.0
98.7
x
4'
Cleanout: From 1 O'N from Line A2 to 20'N
5
110.4
1
119.2
109.3
9.9
9.2
98.0
99.0
x
3'
Cleanout: From 1 O'N from Line A2 to 1O'N
6
110.4
2
1 118.7
108.5
10.2
9.8
98.0
98.3
x
2'
Cleanout: From 1 O'N from Line A2 to 25'N
7
110.4
2
119.8
110.0
9.8
9.9
98.0
99.6
x
1'
Cleanout: From 1 O'N from Line A2 to 32'E
8
110.4
118.7
110.4
8.3
7.4
98.0
100.0
x
Subgrade
Building ad:Line 1 4 K E
9
110.4
118.1
109.7
8.4
7.7
98.0
99.4
Subgrade,
Building Dad:Line (1.4)(E. A)
10
110.4
118.0
109.1
8.9
6.1
98.0
1 98.8
Subgrade
Building ad:Line 4 7 K E E A
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
I
Sheepsf001 Brickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum
Other:
Remarks: Above locations are compacted to
firm conditions
Proctor No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor
Mod. Proctor
Respectfully Submitted ....... •
P P n'" E. P4,,
ATCO uu Scr'1eo LLC.
23806
110.4
13.9
X
VCEN F 16
-
-*: *y
STATE OF
"Alex
6,nior - .... s.NA......
Lice #6 519 ..n...rn
Soil Density Report Disclaimer --These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depots only.'The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." ' I
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite
Miami, FL 33178
tell.305-882-8200 • fax
Permit No:
Project No.:
3996000423 I ; ' (1)c
Client: Wawa Inc.
Technician:
Emmanuel Monuma I r o0
Project:
Wawa Store # 5220
DATE:
4/8/2018
General Contractor: Hooks Construction
Grading Contractor:
lD
UCMI r
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
DENSITY
�„
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
o/
MAx
PASS
FAIL
RETEST
FINISH
PLAN
STATION
'
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
11
110.4
1
116.0
106.3
7.7
6.9
98.0
98.1
x
Sub rade
Building Dad:Line(T 10)(K.E)
12
110.4
1
115.0
108.2
7.1
6.3
98.0
98.0
x
Sub rade
Building Dad:Line(7, 10)(E. A)
13
110.4
1
116.2
109.0
7.2
6.8
98.0
98.7
x
Sub rade
Building ad:Line 10 13 KIL-,E
14
110.4
1
117.8
109.9
7.9
6.4
98.0
99.5
x
Sub rade
Building ad:Line 10 13 E A
15
110.4
1
117.3
109.3
8.0
7.2
98.0
99.0
x
Sub rade
Building ad:Line 13 15 K E
16
110.4
2
1 117.0
108.7
8.3
7.7
98.0
98.5
x
Sub rade
I
Building ad:Line 13 15 E A
I
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
I
Sheepsfoot BJrickfoot
Rubber -tired
Vibratory Plate
X
Walk Behind Steel Drum
Other:
i
Remarks: Above locations are compacted to
firm conditions
'Proctor No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor
Mod. Proctor
Respectfully Submitted „W,1111"1•••
pTC G oL�sc Im LLC d`"r� E' PgNp
P
X
' VCENSE
23806
110.4
13.9
-
;,,c°.............
�Na.625i�i i
' •O' #
_
' - STATE OF
is -_O,�••.,!10RIDp.•�}4,`�c���
Alex a n,Y1E.
Senior Engincer
• Flo rida`L.conse R 62519 "
Soil Density Report Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." ,
c�TG
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
ce D
9965 NW 116th Way, Suite
3
Miami, FL 33178
tel. 305-882-8200 • fax 3
'-9
�63-12
!
Permit No:
Project No.:
d�
3996000423
Client:
Wawa Inc.
Technician:
Emmanuel Monuma
Project:
Wawa Store # 5220
DATE:
_o
r
5/09/2018
General Contractor: Hooks construction
r
Grading Contractor: Mosley and Son/ Accent Electric
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
••
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR ROADWAY"
NO.
NO.
NO.
DENSITY
DENSITY
(PCF)
%
MAX DENSITY
PASS
FAIL
RETEST
FINISH
PLAN
STATION
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
120.1
110.0
10.1
9.7
98.0
99.6
X
1'
AT&T wires: from Line 14(H.1, H) to 50'S
2
110.4
120.6
110.2
10.4
9.8
98.0
99.8
x
1'
AT&T wires: from Line 14(H.1, H) to 100'S
3
110.4
119.8
109.9
9.9
8.7
98.0
99.5
X
1'
AT&T wires: from Line 14(H.1, H) to 150'S
4
110.4
117.6
108.5
9.1
8.5
98.0
98.3
x
1'
AT&T wires: from Line 14(H.1, H) to 200'S
5
110.4
118.7
109.0
9.7
9.0
98.0
98.7
x
1'
AT&T wires: from Line 14(H.1, H) to 250'S
6
110.4
119.7
109.7
10.0
9.4
98.0
99.4
x
1'
AT&T wires: from Line 14(H.1, H) to 300'S
7
110.4
118.1
108.9
9.2
8.6
98.0
98.6
x
Subgrade
Building slab tooter: Line 1
8
110.4
120.0
110.6
9.4
8.8
98.0
100.2
x
Subgrade
Building slab footer: Line A
9
110.4
120.1
109.8
10.3
9.7
98.0
99.5
1 x
Subgrade
Building slab tooter: Line 15
10
110.4
119.3
109.2
10.1
9.4
98.0
98.9
x
Subgrade
Building slab tooter: Line 1, 14
Compaction' Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
I
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum Other:
Remarks: Above locations are compacted to
firm conditions
Proctor No.
Maximum Density (PCF)
Opt. Moisture
°
(/o) Std. Proctor
Mod. Proctor
"•••
Rcspcgtfully;Submittcd .....ATC•GSc LCp,""ts E. PANL�
23806
110.4
13.9%
X
;,`+'`JCENSF CGS
STgTE OF
.
Senior-Enginecnl
'.•,,,,,,,m'
-
Florida Liccnse# 62519 •
' 1
Soil Density Report Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office.' f
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC -
9955 NW 116th Way, Suite 'rr -t
Miami, FL 33178';
tel. 305-882-8200 • fax 3 5- SF-1200
h C C
• J
hN I
i Yt�_ �
OR ROADWTV-- --"1
Permit No:
Project No.:
3996000423
Client:
Wawa Inc.
Technician:
Emmanuel Monuma
Project: Wawa Store # 5220
DATE:
3/26/2018
General
Contractor:
Hook Construction
Grading
Contractor:
Mosley And son
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
MAX DENSITY
..
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES
NO.
NO.
NO.
DENSITY
DENSITY
(PCF)
%
PASS
FAIL
RETEST
FINISH
PLAN
STATION
•(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
112.6
108.9
9.3
8.5
95.0
98.6
x
2'4"
F4 J1
2
110.4
112.7
110.2
10.1
9.3
95.0
99.8
x
1'4"
F4na.J1
3
110.4
113.0
107.7
10.1
9.2
95.0
97.6
x
6'6"
F8x26 �H1
4
110.4
113.6
107.9
9.8
9.4
95.0
97.7
x
6'6"
FSx2fi E1
5
110.4
113.6
108.8
10.6
9.5
95.0
98.6
x
5'6"
FSx26 H1
6
110.4
112.3
108.2
9.9
9.3
95.0
98.0
x
5'6"
F8x26 an.E1
7
110.4
112.9
107.1
10.2
9.7
95.0
97.0
x
4'
F8x22 Al
8
110.4
114.0
108.4
10.5
10.1
95.0
98.2
x
4'
F8x22 A3
9
110.4
119.7
108.9
10.8
10.3
95.0
9B.6
x
3'
F8x22 aC�A1
10
110.4
118.4
107.4
11.0
10.0
95.0
97.3
x
3'
F8x22 �A3
Compaction
Equipment
Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Bfickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum
Other:
Remarks: Above locations are compacted to
firm conditions
i
r
*Proctor
No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor
Mod. Proctor
Res cctfull S fbmittcd """'••
P y ' "'
Sc LL tS,E:...
23806
110.4
13.9
X
- _ P .1
a' r''�CEIV. ; 3
f�o:625t�
;
AEOF
lex' E. = �.5�.'•�'20RIDt:•''4,rt
-
- -,
corEn
londaLiccnsc%1625i94
5
Soil Density Report Disclaimer- "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and'depths only.- Thb degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office "
E�TG
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
v
ATC Group Services LLC r� N
9955 NW 116th Way, Suite
Miami, FL 33178 C
tel. 305-882-8200 • fax 30 �8: 1:
LCl
Permit No:
Project No.:
3996000423 Or ,D
Client: Wawa Inc.
Technician:
N
Emmanuel Monuma 0) R
T co
H
Project: Wawa Store # 5220
DATE:
3/27/2018
General Contractor:
Hooks construction
Grading Contractor:
Mosley and Son Y
r-r
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
..
ELEVATION
BELOW
DEPTH
BELOW
-'--'-
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
"�
MAX DENSITY
PASS
FAIL
RETEST
FINISH
PLAN
STATION
•
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
119.5
109.0
10.5
9.9
95.0
98.7
x
2'4"
F5x13 B13
2
110.4
119.1
108.0
11.1
10.3
95.0
97.8
x
1'4"
F5x13 @ C14
3
110.4
119.6
108.7
10.9
10.1
95.0
98.5
x
214"
F5x12@B13
4
110.4
118.6
107.9
10.7
10.0
95.0
97.7
x
1'4"
F5x13 C14
5
110.4
119.9
108.6
11.3
10.6
95.0
98.4
x
6'6"
F&WO H14
6
1 110.4
1 119.5
107.9
11.6
11.0
95.0
97.7
x
6'6"
F8x26PG14
7
110.4
120.9
108.9
12.0
11.3
95.0
98.6
x
5'6"
F8x26eH14
8
110.4
121.8
110.0
11.8
11.0
95.0
99.6
x
5'6"
F80G14
9
110.4
121.1
109.7
11.4
10.5
95.0
99.4
x
6'6"
P3 at H15
10
110.4
121.1
109.4
11.7
11.1
1 95.0
99.1
x
5'6"
P3 at 1415
Compaction Equipment
Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Bi ickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum Other:
Remarks: Above
locations are compacted to
firm conditions
!
*Proctor No.
Maximum Density (PCF)
Opt. Moisture
(%) Sid. Proctor
Mod. Proctor RcscoctfuHy Sebirittcd` ""�'•'•..
E. PS
23806
110.4
13.9
X
ATC V- 6- ScCt'i , L'(-C,,'''dFi\S ,
*c�'.
`,•
-�
'
; 'J� ~r iWP-625f9�F i
:9
�? �'Pc+FCeRID�:✓�4,`"c?��
• ;11cz a is a E.
' Scnid. Eoginccr i "
� NALENG\''"�
,Florid3 Lice If62519�-.,n"'o
vl .
Soil Density Reoort Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only., The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." '
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC I
9955 NW 116th Way, Suit 11) -1
Miami, FL 33178 3
tel. 305-882-8200 - fax 3 9j8� -12g0 Cyr)',
.�
r) = c
Permit No:
Project No.:
3996000423
Client:
Wawa Inc.
Technician:
Emmanuel Monuma
c rD ry
o
Project:
Wawa Store # 5220
DATE:
3/27/2018
0
rs
General Contractor: Hooks construction
Grading Contractor:
Mosley and son
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
MAX DENSITY
**
ELEVATION
BELOW
DEPTH'
BELOW
LOCATION GRID COORDINATES ADWAY----
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
PASS
FAIL
RETEST
FINISH
PLAN
STATION
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
116.8
108.0
8.8
7.3
95.0
97.8
x
T-0"
F5 K15
2
110.4
117.3
108.8
8.5
7.9
95.0
98.6
x
6'-0"
5
3
110.4
117.1
108.1
9.0
8.2
95.0
97.9
x
4'-0"
F4 J14
4
110.4
117.0
1D7.9
9.1
8.7
95.0
97.7
x
3'-0"
F4anJ14
5
110.4
116.6
1D6.6
8.0
7.2
95.0
98.4
x
7'
F8x25CrD112, J10
6
110.4
1 116.7
107.9
8.8
B.0
95.0
97.7
x
7'
F8x25 J12 J10
7
110.4
115.1
108.9
6.2
5.9
95.0
98.6
x
6'
F8x25@J12. J10
8
110.4
116.5
108.0
8.5
B.0
95.0
97.8
x
6'
F8x25(rDJ12, J10
9
1 110.4
117.2
1 107.7
1 9.5
1 8.9
95.0
1 97.6
x
2'4"
F6x7(a�J 7
10
1 110.4
118.3
1 108.4
9.9
9.0
95.0
1 98.2
x
1
1'4"
F6x7 JI7
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
I
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum Other:
9i
Remarks: Above locations are compacted to
firm conditions
*Proctor
No.
Maximum Density (PCF)
Opt. Moisture
(%) Std. Proctor
Mod. Proctor Rt; pPcctfully Submitted, ,,rr.."'.*• .,
" E:'PAp�
X
AT(.'O p Ss a'LT Co''�yyS
23806
110.4
13.9
1
4lex a E.Ltenior O,p t'�(pR10t;,✓
.PP
'ro�ONACENv, ',,�
Figi
7ndaLnc n cr#�6251'
Soil Density Report Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only., The'degree,o
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." , .
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC f-r r
9956 NW 116th Way, Suite 1r- 3
Miami, FL 33178 n �: D'
tell. 305-882-8200 • fax 3 SBBa-1208
I r -, ,
Permit No:
Project No.:
3996000423 c
Client:
Wawa Inc.
Technician:
Emmanuel Monuma OD
DATE:
ri
3/27/2018 -r
Project:
Wawa Store # 5220
b
r
General Contractor:
Hooks construction
Grading Contractor:
Mosley and on
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
MAX DENSITY
FAIL
.•
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO.
NO.
DENSITY
DENSITY
(PCF)
%
PASS
RETEST
FINISH
PLAN
STATION
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
118.6
108.0
10.6
10.0
95.0
1 97.8
x
2'4"
F7@ 5
2
110.4
119.7
108.8
10.9
10.3
95.0
98.6
x
1'4"
F7 J5
3
110.4
118.4
108.1
10.3
9.7
95.0
97.9
x
5'0"
FS H4
4
110.4-
118.9
107.9
11.0
10.2
95.0
97.7
x
6'0"
FS H4
5
110.4
119.3
108.6
10.7
10.1
95.0
98.4
x
5'0"
FS H9
6
110.4
119.1
107.9
11.2
10.4
95.0
97.7
x
6'0"
Fgna H9
7
110.4
119.8
108.9
10.9
10.1
95.0
98.6
x
2'4"
F6 A5
6
110.4
118.5
108.0
10.5
9.8
95.0
97.8
x
1'4"
F6@A5
I
Bfickfoot
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum Other:
11I
Remarks: Above locations are compacted to
firm conditions
9
i
*Proctor No.
Maximum Density (PCF)
Opt. Moisture
(%) Sid. Proctor
Mod. Proctor A GSfuIIpyS ubmittc Lit r„00... E....% .....
23806
110.4
13.9
X
y
`p`:•
' STATEOFt`
Alcx a ' - a E. 'e �'2*','•..'2ORIDT;.+''��" `
1'z S,y`......•."•
. SenickEngincer .•' - 6� ,
ONAI EM '
e
<,Florida, License.#b25 t9i,,'
Soil Density Report Disclaimer - "These lest results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only.. The degree•of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office."
Tc
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
v
ATC Group Services LLC P
9955 NW 116th Way, Suite G i=p
Miami, FL 33178 r j
tell. 305-882-8200 fax 305.-tb2-7:1200
Permit No:
Project No.:
3996000423
-'- wex
Client:
Wawa Inc.
Technician:
t
Emmanuel Monuma
Project:
Wawa Store # 5220
DATE:
3/28/2018
General Contractor:
Hooks construction
Grading Contractor:
Mosley and son r' _
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
DENSITY
.�
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR ROADWAY
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
%
MAX
PASS
FAIL
RETEST
FINISH
PLAN
STATION
'
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
110.4
121.1
109.1
12.0
11.2
95.0
98.8
x
2'4"
F4na,B1
2
110.4
122.2
109.9
12.3
11.5
95.0
99.5
x
1'4"
F4na B1
3
110.4
120.5
108.8
11.7
10.5
95.0
98.6
x
2'4"
F6 A6
4
110.4
119.2
108.2
11.0
10.0
95.0
98.0
x
1'4"
F6 A6
5
110.4
121.4
110.0
11.4
10.6
95.0
99.6
x
2'4"
F7 A7
6
110.4
120.8
109.2
11.6
10.8
95.0
98.9
x
1'4"
F1@A7
7
110.4
118.9
108.0
10.9
10.2
95.0
97.8
x
24"
EQ@A5
8
110.4
120.1
109.1
11.0
10.2
95.0
98.8
x
1'4"
F6PA5
9
110.4
120.0
108.7
11.3
10.6
95.0
98.5 1
x
2'4"
F6 B10
10
110.4
120.5
109.0
11.5
10.7
95.0
98.7
x
1'4"
F6 B10
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
I
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
X
Walk
Behind Steel Drum Other:
Remarks: Above locations are compacted to
firm conditions
'Proctor
No.
Maximum Density (PCF)
Opt. Moisture
(% ) Std. Proctor
Respectful[-. S ••.
Mod. Proctor G p submitted pn.....
ATCe. ;c, L¢,,'' ryes I. PAQ }
: ''�\CENSF.,.G�
23806
110.4
13.9
X
;_, .i
6251Ii
'_�.c�S;
Alex a i a E.: ...... •;a�.i'�,p•
Scrtior.-Frigijle
'Florida Liccnsc""# 62519'
Soil Densitv Report Disclaimer - "These lest results should be regarded as indicators of the deqree of compaction attained at these spot locations and depths only: The degree of
compaction at greater depths in the fill and at other locations as well as the condition of the underlying soils has not been determined by this office." I. ,