HomeMy WebLinkAboutFIELD DENSITY TEST%TC
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ASTM D-6938
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ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • fax 305-882-1200
Permit No:
n1
Project No.:
3996000423
v
mft
Client:
Wawa Inc. 7 0) ca -1
Technician:
Emmanuel Monuma
Project: Wawa Store # 2�20 r'
DATE:
5/11/2018
General Contractor:
e'
Hooks construT
Grading Contractor:
Mosley and Son/ Accent Electric
rt
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
120.7
106.E
11.9
10.9
98.0
98.6
x
2'
Dumpster footing: South side
2
110.4
122.6
110.5
12.1
11.4
98.0
100.1
x
2-
Dumpster footing: West side
3
110.4
121.2
109.5
11.7
11.0
98.0
99.2
x
2-
Dumpster footing: East side
4
110.4
119.9
110.0
9.9
8.8
98.0
99.6
x
Sub rade
Canopy area: Line .5(A,B)(C, D)
5
110.4
119.7
110.5
9.2
8.2
98.0
100.1
x
Subgrade
Canopy area: Line 1.5(A,B)(C, D)
6
110.4
119.0
109.5
9.5
8.7
98.0
99.2
x
Sub fade
Canopy area: Line 2.5(A,B)(C, D)
7
110.4
119.3
110.3
9.0
8.2
98.0
99.9
x
Subgrade
Canopy area: Line 3.5(A,B)(C, D)
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
(%) Sid. Proctor
Mod. Proctor
Respecth,lly Submitted `S" •NG
ATC C Se r' , LLC,r`'E. PA ,
p C {
P:
23806
110.4
13.9%
X
'0 ' \10ENpF :..4, =.
-
STATE OF
Alex E. = �..•'••.,''jORIDN.•+'Senior tp" �..
incr''Ss7pNAL ENG,�a'r,A
Flo n'd�Lricense 625l9 nn...P
Soil Density Report Disclaimer -'These test results should be regarded as indicators of the degree of compaction attained at these spat 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
c�TC
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.:
399.6000,423
Client: Wawa Inc.
Technician:
JP
Project:
Wawa Store # 5220
DATE:
July 26, 2018
General Contractor:
Hooks Construction
Grading Contractor:
Pav Co Contracting
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
r�
ELEVATION
BELOW
BELOW
LOCATION
GRID COORDINATES OR ROADWAY STATION
NO.
NO.
NO.
DENSITY
DENSITY
(PCF)
%
MAX DENSITY
PASS
FAIL
RETEST
FINISH
PLAN
•(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRAD
SPEC.
ACTUAL
1
110.4
120.7
110.8
9.9
8.9
98.0
100.4
x
Subgrade
At SW perimeter curb. 10ft from W entrance
2
110.4
120.6
110.1
10.5
9.5
98.0
99.7
x
Subgrade
At SW perimeter curb. 60ft from W entrance
3
110.4
118.8
110.0
8.8
8.0
98.0
99.6
x
Subgrade
At perimeter curve 5ft W of inlet Not
4
110.4
118.2
107.9
10.3
9.5
98.0
97.7
x
Subgradel
At 10 it N of trans box
5
110.4
119.5
108.5
11.0
10.1
98.0
98.3
x
Subgrade
10 ft E of transf box
6
110.4
122.2
110.2
-12.0
10.9
98.0
99.8
x
Subgrade
At SW park area N side curb, 10ft S of trans box
7
110.4
122.1
110.2
11.9
10.8
98.0
99.8
x
Subgrade
At SW park area 23ft N of light post
8
110.4
121.3
110.0
11.3
10.3
98.0
99.6
x
Subgrade
At SW park area 5ft S of light post
9
110.4
120.3
108.0
12.3
11.4
98.0
97.8
x
Subgrade
At SW park area S side curb, 20ft N of dumpster
10
110.4
121.2
108.1
13.1
12.1
98.0
1 97.9
x
Subgrade
12ft N of dumpster along SW perimeter
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum x
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
Walk Behind Steel Drum
Other:
Remarks: Above locations are compacted to
firm and dense
conditions
`Proctor
No.
Maximum Density (PCF)
Opt. Moisture (%).
Std. Proctor
Mod. Proctor
S E. p
RespectfullpySpti'mt�ttcA'A Aoi
ATC Gso • Se. LL
110.4
13.9%
,,"
-'-°�;:'aCENS"V
23806
x
-
.-
f
i
_ .625Tg
t
-_Alex,
OFr
a • a E.cnic=c�''•,FY0810�..ff�i,
r
"„Flaride - Sy�NALEdb\ap.+t11
Licccnsgalscc4.62519.
Sol] Density Report Disclaimer -'These test results should be regarded as Indicators of the degree of compaction attained at these spot locations and depths only: Thedsgree 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." , , ,
6�TC
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 Ni 116th Way, Suite 1
Miami, FL 33178
tel. 305-882-8200 • fax 305-882.1200
Permit No:
Project No.: 399.6000.423
Client: Wawa Inc.
Technician: JP
Project:
Wawa Store # 5220
DATE: July 26, 2018
General Contractor:
Hooks Construction
Grading Contractor: Pav Co Contracting
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
"
ELEVATION
BELOW
BELOW
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
%
MAX DENSITY
PASS
FAIL
RETEST
FINISH
PLAN
LOCATION
GRID COORDINATES OR ROADWAY STATION
•
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRAD
SPEC.
ACTUAL
11
110.4
118.6
108.6
10.0
9.2
98.0
98.4
x
Subgrade
Oft E of dumpster along SE perimeter
12
110.4
124.4
110.9
13.5
12.2
98.0
100.5
x
Subgrade
5ft W of inlet No 4 along SE perimeter
13
110.4
122.7
108.2
14.5
13.4
98.0
98.0
x
Subgrade
1Oft E of inlet No 4 along SE perimeter
14
110.4
121.1
109.6
11.5
10.5
98.0
99.3
x
Subgrade
35ft E of inlet No 4 along SE perimeter
15
110.4
120.7
110.0
10.7
9.7
98.0
99.6
x
Subgrade
60ft W of inlet No 5 along SE perimeter
16
110.4
121.8
109.1
12.7
11.6
98.0
98.8
x
Subgrade
15ft W of inlet No 5 along SE perimeter
17
110.4
119.1
108.2
10.9
10.1
98.0
98.0
x
Subgrade
25ft E of inlet No 5 along SE perimeter
18
110.4
118.5
1 D8.8
9.7
8.9
98.0
98.6
x
Subgrade
100ft from W entrance along SE perimeter
19
110.4
118.1
110.5
7.6
6.9
98.0
100.1
x
Subgrad
55ftfrom W entrance along SE perimeter
20
110.4
118.4
110.3
8.1
7.3
98.0
99.9
x
Subgrade
15ft from W entrance along SE perimeter
Compaction Equipment Used:
Vibratory:
Non -Vibratory
Smooth Steel Drum x
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
Walk Behind Steel Drum
Other:
Remarks: Above locations are compacted
to
firm and dense conditions
'Proctor
No.
Maximum Density (PCF)
Opt. Moisture (%j
Std. Proctor Mod. Proctor
�,
Respectfully"Sur:mitted ,,... E PAN„
'ATC E. PA
G- •p Sc ccaLC,,, "E t
' )�`'P:'VCENSF.
23806
110.4
13.9%
x
_ r;;,
fo:-6zsT�1; i
Alex a E. •,rf�yt,
=EM6��i''�j
FloridBLiccosc 9 62519„
4
Soil Density Report Disclaimer - "These test results should be regarded as Indicators of the degree of compaction allalned at these spot locations and depths only. The. degree 1
compaction at greater depths in the fil and at other locations as well as the condition of the underlying solls has not been determined by this office."
;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:
Client: Wawa Inc.
Project: Wawa Store # 5220
General Contractor: Hooks Construction
Project No.:
Technician:
DATE:
Grading Contractor:
3996000423
Anthony Aquino
July 30, 2018
Reel Construction/ Mosley & Son Constr.
TEST
NO.
PROCTOR
NO.
•
LIFT
NO
WET
DENSITY
(PCF)
DRY
DENSITY
(PCF)
MOISTURE
(PCF)
MOISTURE
% OF
MAX DENSITY
PASS
FAIL
""
RETEST
NO
ELEVATION
FINISH BELOW
GRADE (FT.)
BELOW
PLAN
SUBGRAD
LOCATION GRID COORDINATES OR ROADWAY STATION
SPEC.
ACTUAL
1
112.2
120.9
111.0
9.9
8.9
98.0
98.9
x
Sub rade
S. Side of Bldg Concrete Apron E. End
2
112.2
123.2
112.3
10.9
9.7
98.0
100.1
x
Sub rade
S. Side of Bldg Concrete Apron Middle
3
112.2
123.5
111.7
11.8
10.6
98.0
99.6
x
Sub rade
S. Side of Bldg Concrete Apron W. End
4
112.2
123.1
112.7
10.4
9.2
98.0
100.4
x
Sub fade
Curb Pad leading 15' N. of Dumpster Pad
5
112.2
118.9
109.9
9.0
8.2
98.0
98.0
x
Sub fade
Curb Pad leading 15' N. of Dumpster Pad
Compaction Equipment Used: Vibratory: x Non -Vibratory Smooth Steel Drum x
Rubber -tired Vibratory Plate Walk Behind Steel Drum Other:
Remarks: Above locations are compacted to firm and dense conditions
Sheepsfoot Brickfoot
*Proctor No. Maximum Density (PCF)
24301 112.2
Opt. Moisture
10.5%
(%) Sid. Proctor
Mod. Proctor
x
-,
'
'
Respectfully Submitted ......... N4
.. ATC.G b rp Srrl'ra LLC,a°off E. Pgry�s,,
`' �':••' VCENS�r+r�sii
:
r rdr, 6251�t-}
o; STATE �fc
Alex ah' E.OF.: - .o''•.,'r(ORID►;...
Senior Fmginccr ' Sr1`j'""'•"• G\�,,``�
Florida Licensc # 62i
r
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" ,
ckTC
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.: 399.6000.423
Client: Wawa, Inc.
Technician: JP
Project:
Wawa store # 5220
DATE: August 2, 2018
General Contractor:
Hooks Construction
Grading Contractor: Pav Co
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
••
ELEVATION
BELOW
BELOW
STATION
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
MAX DENSITY
PASS
FAIL
RETEST
FINISH
PLAN
LOCATION GRID COORDINATES OR ROADWAY
•
(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRAD
SPEC.
ACTUAL
1
110.4
123.8
109.3
14.5
13.3
98.0
99.0
x
Subgrade
On Curb next to East air pump pad
2
110.4
125.8
110.7
15.1
13.6
98.0
100.3
x
Sub rade
On Curb West of West air pump pad
3
110.4
118.0
108.0
10.0
9.3
98.0
97.8
x
Subgrade
45 It West air pump park slab on curb
4
110.4
122.2
108.7
13.5
12.4
98.0
98.5
x
Subgrade
On west side curb along store gridl B extended
5
1 110.4
1 122.2
108.2
14.0
12.9
98.0
98.0
x
Subgrade
On west side curb along store grief G extended
6
110.4
121.4
109.0
12.4
11.4
98.0
98.7
x
Subgrade
30 ft NE of inlet No 2 on west site's side curb
7
110.4
117.6
110.1
7.5
6.8
98.0
99.7
x
Sub rade
20 It SW of inlet No 2 on west site's side curb
8
110.4
118.6
107.9
10.7
9.9
98.0
97.7
x
Subgrade
50 it from Vista Entrance on site's west side curb
9
110.4
117.1
108.0
9.1
8.4
98.0
97.8
x
Subgrade
15 8 from Vista Entrance along site's west side curb
Compaction Equipment Used: Vibratory:
x
Non -Vibratory
Smooth Steel Drum x Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
Walk Behind Steel Drum Other:
Remarks: Above locations are compacted to
firm and dense conditions
'Proctor No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor Mod. Proctor Rcspcctfully SuIcmiucd , E PAN,4t
Gp�S'
23806
110.4
13.9%
ATC G LLCpr �9Y5 ,f
/ - P;%"VGENyF;.•CG�
X
�``
-Alex
', �ESenior
.
r
r ncer -`'ss1�NHLEN.....
-
Florfdis iJocri eW1.6 19
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 Abree 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" '
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.: 3996000423
Client:
Wawa, Inc.
Technician:
Anthony Aquino
Project:
Wawa Store # 5220
DATE:
August 7, 2018
General Contractor:
Hooks Construction
Grading Contractor:
Reel Construction
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
%OF
..
ELEVATION
BELOW
BELOW
NO.
NO.
NO.
DENSITY
DENSITY
(PCF)
MAX DENSITY
PASS
FAIL
RETEST
FINISH
PLAN
LOCATION GRID COORDINATES OR ROADWAY STATION
'(PCF)
(PCF)
NO
GRADE (FT.)
SUBGRAD
SPEC.
ACTUAL
1
112.2
123.4
111.5
11.9
10.7
98.0
99.4
x
Subgrade
Sidewalk leading from Entrance on Floresta Dr. 10' W
2
112.2
122.0
110.5
11.5
10.4
98.0
98.5
x
Subgrade
Sidewalk leading from Entrance on Floresta Dr. 60' W
3
112.2
125.3
110.2
15.1
13.7
98.0
98.2
x
Subgrade
Sidewalk leading from Entrance on Floresta Dr. 110' W
4
112.2
125.4
111.6
13.8
12.4
98.0
99.5
x
Subgradel
Sidewalk leading from Entrance on Floresta Dr. 160' W
5
112.2
119.9
109.9
10.0
9.1
98.0
98.0
x
Sub rade
Subgrade Back of Bldg 10' N. of Str. 2
6
112.2
124.5
113.0
11.5
10.2
98.0
100.7
x
Subgrade
Subgrade Back of Bldg 60' N. of Str. 2
7
112.2
124.3
111.3
13.0
11.7
98.0
99.2
x
Subgrade
Subgrade Back of Bldg 110' N. of Str. 2
8
112.2
124.2
112.3
11.9
10.6
98.0
100.1
x
Subgrade
2 Parking Spaces for Air Pumps
9
112.2
124.1
112.0
12.1
10.8
98.0
99.8
x
Subgrade
Dum ster Pad Sidewalk
Compaction Equipment Used: Vibratory:
x
Non -Vibratory
Smooth Steel Drum x Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
Walk Behind Steel Drum Other:
Remarks: Above locations are compacted to
firm and dense conditions
`Proctor No.
Maximum Density (PCF)
Opt. Moisture (%) Std. Proctor
Mod. Proctor Respectfully Submitted „.. E PAN
24301
112.2
10.5%
.ATC C p Scryicc Lc oil FiXS -•: P4 4
x �j' �:%�jOENg..
,C¢�
'Z 1Io: 6ZSf9�t '
_
'-* SiA EOF t#
Alex E. a+ .%" t10NIDP
alri•.
.+'i�'r��+
'i Senior En8incer . ..NAI....'rr
Florida Liccnsc # 62519 ,
Soil Density Report Disclaimer - 'These test results should be regarded as indicators of the degree of compaction attained at these spot locations ayd 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."