HomeMy WebLinkAboutFEILD DENSITY PAPPERS1-7 b-I - 6) 3 �- (! `�
ETC
SCANNED
BY
St. Lucie County
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1 Fl:jj 'A4un0aU!pn1-4S
U�I4Mlaml, FL 33178 4J2d2Q 51Lu2ja
tool. 305-882-8200 • fax 305-882.120
Ol
Permit No:
1704-0137
Project No.: 3996000423
Client:
Wawa Inc.
Technician: Ahmed Mokhtar
r;;
Project:
Wawa Store # 5220.
DATE: April 13, 2018.
General Contractor:
Hooks Construction.
Grading Contractor: Mosley & Son Construction.
TEST
PROCTOR
IF
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
DENSfrY
as
ELEVATION
BELOW
DEPTH
BELOW
LOCATION
GRID COORDINATES OR ROADWAY STATION
NO.
NO.
DENSITY
DENSITY
(PCF)
MAX
PASS
FAIL
PIETIES
FINISH
PLAN
•
(PCF)
(PCF)
TNO
GRADE (FT.)
SUBGRADE
SPEC.
gCNAL
1
108.7
120.6
103.6
17.0
16.4
95.0
95.3
x
T-6"
Canopy's footingLine (3, D). C.L
2
108.7
121.3
103.4
17.9
17.3
95.0
95.1
x
T-6"
Cano s footingLine 3, C). C.L
3
108.7
113.0
97.1
15.9
16.4
95.0
89.3
x
T-6"
Cano s footingLine 3, B . C.L.
4
108.7
112.9
96.0
16.9
17.6
95.0
88.3
X
7'-6"
Canop s fooling Line (3, A). C.L
5
108.7
119.4
103.5
15.9
15.4
95.0
95.2
x
7'-6"
Canopy's footing Line (2, D). C.L
6
108.7
120.3
105.1
15.2
14.5
95.0
96.7
x
7'-6"
Cano s footingLine (2, C). C.L
7
108.7
118.7
103.8
14.9
14.4
95.0
95.5
x
7'-6"
Canopys footingLine (2, B). C.L
8
108.7
119.0
104.5
14.5
13.9
95.0
96.1
x
7'-6"
Canopy's footingLine 2, A). C.L
9
108.7
117.9
106.0
11.9
11.2
95.0
97.5 .
x
6'-6"
Cano s footingLine 3, D). C.L.
10
108.7
117.9
108.4
9.5
8.8
95.0
99.7
x
6'-6"
Canop s footing Line (3, C). C.L
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot_ Brickfoot
Rubber -tired
Vibratory Plate
x
Walk Behind Steel Drum
Other: Jumping Jack Vibrator
Remarks: Above locations are compacted to firm conditions and dense conditions Except footings 3,B & 3,A .
More Compaction work is required for footings footings 3,B & 3,A .
*Proctor No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor Mod. Proctor
Rcspectfully,Submitvd ��gE. F •.,,•
sa 'iccs LLC,,•"�y' - �Go i
23828
108.7
11.6
x
_ •, •.; .,
.,
STATEOF Itp
Alex a, iag�yl `��.,e�1',•.f(ORIDt; �yW g
..
Senior Enginccr --i"•y/pNAC BNG�p"J"
Flor da L:ccnsc H 52514 ,,,,,,,,,,n•
- r
Soil Density Report Disclaimer -Mesa test results should be regarded as indicators of the degree of compaction attained at these spot locations and depths only. The degreeot `
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." '
Ur L Z 9nv
��� Group Services LLC
9955 NW 116th Way, Suite 1 Miami,
FIELD DENSITY -NUCLEAR METHOD Miami, FL 33176
ASTM 13-6938 tel. 305.882.8200 • fax 305-BB2-1200
Permit No:
1704-0137
Project No.: 3996000423
Client:
Wawa Inc.
Technician: Ahmed Mokhtar
Project:
Wawa Store # 5220.
DATE: April 13, 2018.
General Contractor: Hooks Construction.
Grading Contractor: Mosley & Son Construction.
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
% OF
«
ELEVATION
BELOW
DEPTH
BELOW
NO.
NO.
NO.
DENSITY
DENSITY
(PCF)
y
MAX DENSITY
PASS
FAIL
RETES
FINISH
PLAN
LOCATION
GRID COORDINATES OR ROADWAY STATION
•(PCF)
(PCF)
T NO
GRADE (FT.)
SUBGRADE
SPEC.
IACMAL
11
110.4
117.5
106.8
10.7
10.0
95.0
96.7
X
6'-6"
Canopys footing Line 3, e . C.L
12
110.4
116.9
104.9
12.0
11.4
95.0
95.0
x
6'-6"
Canopys footing Line (3, A). C.L
13
110A
118.9
107.1
11.8
11.0
95.0
97.0
x
6'-6"
Canopys footing Line 2, D . C.L
14
110.4
117.6
108.4
9.2
8.5
95.0
98.2
x
6'-6..
Canop s footing Line (2, C). C.L
15
110.4
120.4
107.7
12.7
1 11.8
95.0
97.6
1 x
6'-6"
Canopys footing Line (2, B). C.L
16
110.4
114.8
107.4
7.4
1 6.9
95.0
97.3
X
6'-6"
Canopys ofing Line 2, A). C.L
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
x
Walk Behind Steel Drum
Other: Jumping Jack Vibrator
Remarks: Above locations are compacted to firm conditions and dense conditions.
*Proctor
Respectfully Submitted pN.
No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor Mod. Proctor
ATC G p. c LC,,r'"
t
23806
110.4
13.90%
x
;... �� JCENSF::1
0712
t STATE OF a
1 Alcz=E.$�•9'•:<OflIDI+,tp.4rF
F._
Senior Engineer `sS ...•....;... p,
NALE
• Florida LiccnscH 62519 „u
_ �� MNIIIII
Soil Density Report Disclahner - 'These lest results should be regarded as indicators of the degree of compaction attained at these spot locations and deliths onh/. 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 -
E�TG
FIELD DENSITY - NUCLEAR METHOD
ASTM D-6938
ATC Group Services LLC
9955 NW 116th Way, Suite 1
Miami, FL 33178
tal. 305-882.8200 - fax 305-882-1200
Permit No:
1704-0137
Project No.: 3996000423
Client:
Wawa Inc.
Technician: Ahmed Mokhtar
Project: Wawa Store # 5220.
DATE: April 16, 2018.
General Contractor:
Hooks Construction.
Grading Contractor: Mosley 8 Son Construction.
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
..
ELEVATION
BELOW
DEPTH
BELOW
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
PASS
FAIL
RETES
FINISH
pLp(,I
LOCATION
GRID COORDINATES OR ROADWAY STATION
(PCF)
(PCF)
TNO
GRADE(FT.)
SUBGRADE
1
108.7
127.2
107.3
19.9
18.5
kIDENSITY
x
T-6"
Cano s footin Line 1, D). C.L
2
108.7
125.9
105.2
20.7
19.7
x
7'-6"
Cano s footin Line (1, C). C.L3
108.7
122.7
104.4
18.3
17.6
x
T-6"
Cano s footin Line 1, B). C.L4
108.7
125.7
107.7
18.0
16.7
..
x
7'-6"
Canoloys footing Line 1, A). C.L
5
108.7
125.4
108.3
17.1
15.8
95.0
99.6
x
T-6"
Canop s footing Line (3, A). C.L
6
108.7
126.7
107.8
18.9
17.5
95.0
99.2
x
7'-6"
Canopy's footing Line 3, B . C.I.
7
110.4
124.9
106.2
18.7
17.6
95.0
96.2
x
6-6"
Canopys fooling Line 1, D). C.L
8
110.4
119.7
105.7
14.0
13.2
95.0
95.7
x
6-6"
Canopys footing Line 1, C . C.L.
9
110.4
119.8
108.5
11.3
10.4
95.0
98.3
x
6'-6"
Cano s footing Line 1, B . C.L
10
110.4
121.3
108.2
13.1
12.1
95.0
98.0
x
6'-6"
Canop s footing Line (1, A). C.L
Compaction Equipment Used:
Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot_ Brickfoot
Rubber -tired
Vibratory Plate
x
Walk
Behind Steel Drum
Other: Jumping Jack Vibrator
Remarks: Above locations are compacted to firm conditions and dense conditions.
J J
'Proctor No.
23828
Maximum Density (PCF)
108.7
Opt. Moisture (%)
11.6
Std. Proctor Mod. Proctor
x
RcspcclFully.Subm:ucd „ r•• •w
ATC:Qr W S fYis LLC,,o'"dJ5 E' ....)
W' •�jtEA;yF CGS
23806
110.4
13.9
-
OF
4�;••., Q
Alex an E.
Ln
-
Florida
r
Florida Li So N 6251
.t
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 degrea'of compaction
at greater depths in the GO and at other locations as well as the condition of the underlying soils has not been determined by this office.'
ATC Group Services LLC
9955 NW 116th Way, Suite 1
A T
FIELD DENSITY - NUCLEAR METHOD Miami, FL 33178
AWN, CASTM D-6938 tel. 305-882-8200 • fax 305-882.1200
Permit No:
1704-0137
Project No.: 3996000423
Client:
Wawa Inc.
Technician: Ahmed Mokhtar
Project:
Wawa Store # 5220.
DATE: April 20, 2018.
General Contractor:
Hooks Construction.
Grading Contractor: Mosley & Son Construction.
TEST
PROCTOR
LIFT
WET
DRY
MOISTURE
MOISTURE
�.
ELEVATION
BELOW
DEPTH
BELOW
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
PASS
FAIL
RETES
FINISH
PLAN
LOCATION
GRID COORDINATES OR ROADWAY STATION
•
(PCF)
(PCF)
T NO
GRADE (FT.)
SUBGRADE
1
108.7
117.7
107.8
9.9
9.2
VA
x
5'-6"
Cano s footin area around Line 1 bet B, C L.S.
2
108.7
116.2
108.2
8.0
7.4
x
V-6"
Canop s footin area around Line 1 bet C, B R.S.
3
108.7
116.9
108.1
8.8
8.1
x
5'-6"Cano
s footin area around Line 1 bet B, A4
108.7
114.4
108.4
6.0
5.5
..
x
5'4"
Canop s footing Line 1.D). R.S
5
108.7
118.7
107.0
11.7
10.9
95.0
98.4
x
5'4"
Canop s footing One (1,C). L.S
6
108.7
116.4
108.2
8.2
7.6
95.0
99.5
x
V-6"
Canopys footing Line 1,B). R.S
7
108.7
114.0
107.4
6.6
6.1
95.0
98.8
x
5'4"
Canoloys footing One (1,A). L.S
8
108.7
119.5
108.6
10.9
10.0
95.0
99.9
x
5'-6"
Caropys footing Line 2 Bet. D,C).
9
108.7
120.6
107.8
12.8
11.9
95.0
99.2
x
5'-6"
Canoloys footing Line (2) Bet. C,B .
10
108.7
117.5
108.2
9.3
8.6
95.0
99.5
x
5'-6"
Canop s footing Line (2) Bet. (B,A).
Compaction Equipment Used:
Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -tired
Vibratory Plate
x
Walk Behind Steel Drum
Other: Jumping Jack Vibrator
Remarks: Above locations are Compacted to firm conditions and dense conditions.
'Proctor No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor Mod. Proctor
d •""'•
Respectfully SoSmirre.ATC Go�o' uup Sc LLC,,0 "� .......... ANN E
23828
108.7
11.6
x
U SB'• >•'
_ ., _... ,r,
Aro: 62519
_
!,Alex a ,a n E, igi��..F......
.• 1b�"".'
Senior Engincor
Florida Li. so 62519 , '�.,,.,,x�n,•n'
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 degre? of
compacton at greater depths in the fill and at other locations as well as the condition of the underlying sots 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: 1704-0137
Project No.: 3996000423
Client:
Wawa Inc.
Technician: Ahmed Mokhtar
Project:
Wawa Store # 5220.
DATE: April 20, 2018.
General Contractor:
Hooks Construction.
Grading Contractor: Mosley & Son Construction.
TEST
PROCTOR
NO.
LIFT
WET
DENSITY
DRY
DENSITY
MOISTURE
MOISTURE«
PASS
FAIL
RETES
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR ROADWAY STATION
NO.
NO.
(PCF)
(PCF)
(PCF)
/o
T NO
FINISH
PLAN
GRADE(FT.)
SUBGRADE
11
108.7
121.1
107.8
13.3
12.3
kD�ENSMY
x
5'-6"
Cano s footin area around Line 2,D . R.S
12
108.7
114.9
108.2
6.7
6.2
x
5'-6"Cano
s footin area around Line 2,C). R.8
13
108.7
114.8
108.4
6.4
5.9
x
5'-6"
Canop s footin area around Line 2,B). R.S14
108.7
118.8
107.6
11.3
10.5
..
x
5'-6"
Canoloys fooling Line (2,A). L.S
15
108.7
118.3
106.7
11.6
10.9
95.0
98.2
x
5'-6"
Canopy's footing Line (3) Bet. (D,C).
16
108.7
120.1
108.3
11.8
10.9
95.0
99.6
x
5'-6"
Canopy's footing Line (3) Bet. (C,B).
17
108.7
116.4
107.9
8.5
7.9
95.0
99.3
x
5'-6"
Canopy's fooling Line 3) Bet. (B.A).
18
108.7
120.1
107.6
12.5
11.6
95.0
99.0
x
T-6"
Canopys footing Line 3,D). R.S
19
108.7
120.1
107.2
12.9
12.0
95.0
98.6
x
5'-6"
Cano s footing Une 3,C . L.S
20
108.7
118.7
107.2
11.5
10.7
95.0
98.6
x
5'-6"
Canop s footing Line (3,B). R.S
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
Sheepsfoot Brickfoot
Rubber -fired
Vibratory Plate
x
Walk Behind Steel Drum
Other: Jumping Jack Vibrator
Remarks: Above locations are compacted to firm conditions and dense conditions.
*Proctor No.
Maximum Density (PCF)
Opt. Moisture (%)
Sid. Proctor Mod. Proctor
RcspectPoily Submitted
ATC r, rp Sc i.cs-LLC,,,'�"� �i��� F'.P4 +y
Y'••' CFN"' f'GX
23828
106.7
11.6
x
- i. � S°
•-
lox is a E. = �.e'•dQ oFF
...... n
Senior
Senior Briginccr-_.�s
Florida Liccnsc # 62519
Soil Density Report Disclaimer°These test results should be regarded as Indicators of the degree of compaction altalned at these spot locations and depth; _Only. The,degree of
mmpaCtlon 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�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:
1704- 0137
Project No.: 3996000423
Client: Wawa Inc.
Technician: Ahmed Mokhtar
Project:
Wawa Store # 5220.
DATE: April 27, 201 B.
General Contractor:
Hooks Construction.
Grading Contractor: Mosley S Son Construction.
TEST
PROCTOR
LIFT
WET
DRY
MOISTU
MOISTURE
%OFRE
«
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR ROADWAY STATION
NO.
NO.
NO
DENSITY
DENSITY
(PCF)
MAX DENSITY
PASS
FAIL
RETES
FINISH
PLAN
•
(PCF)
(PCF)
T NO
GRADE (FT.)
SUBGRADE
SPEC.
ACTUAL
1
108.7
119.7
106.5
13.2
12.4
98.0
98.0
x
5-6"
Area around Canopy's footing Line 1, D). R.S.
2
108.7
121.5
107.3
14.2
13.2
98.0
98.7
x
5-6"
Cano sfooting Line 1 .8(D,C)
3
108.7
121.6
108.2
13.4
12.4
98.0
99.5
x
5-6"
Canopy's footing Line 1, C . L.S
4
108.7
121.3
108.6
12.8
11.8
98.0
99.8
x
5-6"
Canopys footing Line 1 .8 C,B
5
108.7
119.5
107.6
11.9
11.1
98.0
99.0
1 x
5-6"
Canopy's footing Line (1, B). R.S.
6
108.7
119.1
107.4
11.7
10.9
98.0
98.8
x
5-6"
Canopy's footinLine 1.8B,A
Compaction Equipment Used: Vibratory:
Non -Vibratory
Smooth Steel Drum
SheepsfootBrickfoot
Rubber -tired
Vibratory Plate
x
Walk Behind Steel Drum
Other: Jumping Jack Vibrator
Remarks: Above locations are compacted to firm conditions and dense conditions.
Rc%Kctfnlly Submitted
16'
*Proctor No.
Maximum Density (PCF)
Opt. Moisture (%)
Std. Proctor Mod. Proctor
, A9 C,Gjti p Sc ccs LLC,,,"� PANp'°
x'•'- GEN'•. CGi
23806
108.7
11.60%
x
�J
- ^ t _��! �` V SS;.
Ar0:-625
OVA
r j
STATEOF
Alex a is E. =
.
'Atifl101~r Wr.`
Senior Engineer s%�NALENv, d0
Flurida Licrnxlrt625I9'
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. Tlie'degme 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
tell. 305-882-8200 • fax 305-882-1200
Permit No: 1704-0137
Project No.:
3996000423
Client:
Wawa Inc.
Technician:
Emmanuel Monuma
Project:
Wawa Store # 5220
DATE:
5/2/2018
General Contractor:
Hooks Construction
Grading Contractor:
Wilson Petroleum
PROCTOR
WET
DRY
% OF
•e
ELEVATION
BELOW
DEPTH
BELOW
LOCATION GRID COORDINATES OR
TEST
NO.
LIFT
DENSITY
DENSITY
MOISTURE
MOISTURE
MAX DENSITY
PASS
FAIL
RETEST
ROADWAY
NO.
NO
(PCF)
(PCF)
(PCF)
o�
NO
FINISH
PLAN
STATION
SPEC.
ACTUAL
GRADE (FT.)
SUBGRADE
1
110.4
1
115.8
109.2
6.6
5.6
98.0
9B.9
x
Subgrade
Canopy area: Line 1 A B
2
110.4
1
116.0
109.0
7.0
6.0
98.0
98.7
x
Subgrade
Cano area: Line 1 B. C
3
110.4
1
116.1
108.4
7.7
6.6
98.0
98.2
x
Subgrade
Cano area: Line 1 C D
4
110.4
1
119.0
109.9
10.0
9.5
98.0
99.5
x
Subgrade
Canopy area: Line 2 A B
5
110.4
1
118.6
108.7
9.9
9.2
98.0
98.5
x
Subgrade
Canopy area: Line 2 B. C
6
110.4
2
118.6
108.4
10.2
9.8
98.0
98.2
x
Subgrade
Cano area: Line 2 C D
7
110.4
2
119.8
110.0
9.8
9.9
98.0
99.6
x
Subgrade
Canopy area: Line 3 A B
8
110.4
2
119.4
109.5
9.9
10.3
98.0
99.2
x
Subgrade
Cano area: Line 3 B C
9
110.4
2
119.2
108.9
10.3
10.0
98.0
98.6
x
Subgrade
Canopy area: Line-3 C. D
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
£.esCrSuhmitted rr""""�•••,�
Mod. Proctor ATG' calfull iYEo
P�
23806
110.4
13.9
X
.' uGENSF cG� 3
' y �, SiATE DF
Senor ^-.ngincer '-css/pNAI
, Florida Licsnsc 4 62519
G
Soil Density Report Disclaimer - "These test results should be regarded as indicators of the degree of compaction attained at these spot locations antl 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." t
;ETC
I--�L:14 —013-4- GGr�vt �sI 7
ATC G►; , Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/20/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-1
ProjectlD:
3996000423
Cylinder Set ID:
24564
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Juan PaniS ION w.``
Permit No.:
Supplier:
Cemex BY
St. LurJa {'.�... ,. .
Sample Location: Fuel Pump strip along gridlines 1 & 2
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
4
Mix Description:
4k psi SWP/Forta3.0
Placement:
q t}p'AJ' noD G!'D '•
Ticket Number:
35836626
Weather:
WaWliedaa
Truck Number:
8036
Concrete Temp ff):
80
Batch Time:'
10:25:00 AM
Air Temp ff):
94 8107 L " "11
Time Sampled:
11:15:00 AM
Air Content:
Elapsed Time (Min):
50
Cubic Yards Sampled:
i01 � ?
Unit Wt:
Number of Cylinders Cast.
--- --- ----- - .-
TEST RESULTS
Curing (Days) TestDate Diameter (in) Area S in
TotalLoad (lbs-force) CompressiveStrength (PSI) Break Type
7 7/27/2018 3.99 12.5
57210 4578
5
28 8/17/2018 4.03 12.75
65240 5117
5
28 8/17/2018 4.02 12.69 79580 6273 5
28 8/17/2018 4.03 12.75 65290 5121 2
56 9/14/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 5500 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well -formed cone on Columnervertical Diagonal fracture with Side fractures at lop or Similar to type 5, but
formed cones on both one end,Vertical cracking through both no cracking through the bottom. (Occurs cylinder is pointed.
ends, less than t in. cracks running through ends, no well formed ends; tap with hammer commonly with
(25 mm) of cracking caps, no well-defined cones. to distinguish from type unbonded caps.)
though caps. cone on other end. 1.
All dimensions and directions are approximate I - I „....•.+•�,,,,
Checked By: William Martin i Project Manager: �'ti`�" 1� \ l 1 ,dt't11,�.\JCEN F/4G�
.'"
. -;- �82519 -
y`; STATE Or '
FIL"' ca_ SectorE �ineeY exi
"0,��....ONID....
,
Y- '. l IIli 1-1 ", a 2519 S10NgL ENG,1r`
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property�bfdierifs: A.u4orization for publication of statements, conclusions, or
extracts from our reports is reserved pendingwritten approval. Our reports apply only to the strengths of the test specimen& -and not to the iri-situ strengths of the members Indentified
In the "Location"infornation. l } 1,
;ETC
ATC Gi Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date -Cast:
7/23/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-1
ProjectlD:
3996000423
Cylinder Set ID:
24593
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Juan Paniagua
Permit No.:
Supplier:
Cemex
Sample Location: from gridline 1 to 22' E & from N edge of canopy slab to 9' S & from TN of center of slab to 12 W of
Remarks: Water Added
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5.5
Mix Description:
4k psi fiber
Placement:
Pump
Ticket Number:
35838787
Weather:
Sunny
Truck Number:
7679
Concrete Temp ff ):
76
Batch Time:
6:27:00 AM
Air Temp ff):
80
Time Sampled:
7:25:00 AM
Air Content:
Elapsed Time (Min):
58
Cubic Yards Sampled:
20170
Unit Wt: I
Number of Cylinders Cast:
5
Curino (Days)
TestDate
Diameter fin)
Area S in
TotalLoad (lbs-force)
CompressiveStrenoth (PSI)
Break Type
7
7/30/2018
4.02
12.69
44040
3472
5
28
8/20/2018
4.03
12.75
62650
4914
6
28
8/20/2018
4.01
12.62
57140
4527
5
28
8/20/2018
3.99
12.5
56770
4543
5
56
9/17/2018
0
Compressive Strength Average (PSI) of the 28 day Breaks = 4660 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well -farmed cone on Columnervertical Diagonal fracture with Side fractures at top or Similar to type 5, but
formed cones on both one end,Vertical cracking through both no cracking through the Iscuorn. (Occurs cylinder is pointed.
ends, less than 1 in. cracks running through ends, no well formed ends; tap with hammer commonly with
(25 mm) of cracking caps, no well-defined canes, to distinguish from type unbonded caps.)
though caps. cone on other and. 1.
" All dimensions and directions are approximate ` lY _ I, L 1............1-1
Checked By: William Martin Project Manager: ;` 1,-/' t l •, t., ... • F:,`G�
1
1 � � * v �
g ; STATE OF '
_ exis
Sc-Hier Epgineer Sg'•••••••••••"��,,+
FlorridayLicens&�tF e2519 �eNAL ENGn''
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential propedy M clionts. Automation for publication of statements, conclusions, or
extracts from our reports Is reserved pendingwriften approval. Our reports apply only to the strengths of the test specimens and not to the in -situ strengths of the members indentified
in the "Location' information. ,,�/ i J,\
ATC Gr i Services LLC
ArAkTc
` 9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
- Date Cast:
7/23/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-2
ProjectlD:
3996000423
Cylinder Set ID:
24594
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:,
Juan Paniagua
Permit No.:
Supplier:
Cemex
Sample Location: from 12' of center of slab to N edge of slab between gridline 3 & 4
Remarks: WaterAdded
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5.5
Mix Description:
4k psi fiber
Placement:
Pump
Ticket Number:
35838950
Weather:
Sunny
Truck Number:
5403
Concrete Temp (OF):
76
Batch Time:
7:09:00 AM
Air Temp (OF):
83
Time Sampled:
8:40:00 AM
Air Content:
Elapsed Time (Min):
91
Cubic Yards Sampled:
50/70
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDate Diameter (in)
Area S in TotalLoad (lbs-force) CompressiveStrength (PSI) Break Type
7 7/30/2018 3.99
12.5 44910 3594
5
28 8/20/2018 4
12.56 55970 4456
5
28 8/20/2018 4.01 12.62 57810 4580
28 8/20/2018 4.02 12.69 60700 4785
56 9/17/2018 0
Type 1
Reasonably well -
formed cones on both
ends, less than 1 in.
(25 mm) of cracking
though caps.
Compressive Strength Average (PSI) of the 28 day Breaks = 4610 PASS
No Other Breaks Evaluated
NE
Type 2
Well -formed cone on
one end vertical
cracks running through
caps, no well-defined
cone on other end.
TM All dimensions and directions are approximate
Checked By: William Martin
Type 3
Columnar vertical
cracking through both
ends, no well formed
cones.
Project Manager:
Type 4
Diagonal fracture with
no cracking though the
ends; tap with hammer
to distinguish from type
1.
DE
Type 5
Side fractures at top or
bottom.(Occurs
commonlywith
unbonded caps.)
A
Type 6
Similar to type 5, but
cylinder is pointed.
E.
STATE OF
. Senior E� inin a rw %_ S``OeIOx..r§ 4'
F'lolido LlG,nso#62519 S70NAL ENGn'''�
?... .......,,nr.
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential propefCy of clients. Auto"A� .n for po lication of statements, conclusions, or
exbaets from our reports is reserved pendingwritten approval. Our reports apply only to the strengths of the test spGolmens and not to
the Ina no strengths of the membere tndentified
in the "Location' Information.
1 l
ATC Gi: Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
-
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast: 7/24/2018
Project Name:
Wawa Store #5220
Field Mark: JP-2
ProjectlD:
3996000423
Cylinder Set ID: 24595
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician: Juan Paniagua .
Permit No::
Supplier: Cemex
Sample Location: Center fuel tank slab from N to S upto 11' N of canopy slab edge
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5
Mix Description:
4k psi fiber
Placement:
Pump
Ticket Number:
35841235
Weather:
Sunny
Truck Number:
9637
Concrete Temp (OF):
77
Batch Time:
6:26:00 AM
Air Temp (OF):
80
Time Sampled:
7:00:00 AM
Air Content:
Elapsed Time (Min):
34
Cubic Yards Sampled:
20195
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDate Diameter (in)
Area S in TotalLoad (lbs-force) CompressiveStrength
(M) Break Type
7 7/31/2018 4.03
12.75 41430 3250
5
28 8/21/2018 3.99 12.5 60740 4860 5
28 8/21/2018 4.01 12.62 58830 4661 5
28 8/21 /2018 4.02 12.69 62280 4909 5
56 9/18/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 4810 PASS
No Other Breaks Evaluated
DO D
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well -formed cone on Columnervertical Diagonal fracture with Side fractures at top or Similar to type 5, but
farmed cones on both one end,Vertical cracking through both no cracking through the bottom (Occurs cylinder is pointed.
ends, less than 1 in. cracks running through ends, no well formed ends; tap with hammer commonly with
(25 mm) of cracking raps, no wall -defined cones. to distinguish from type unbonded raps.)
though caps. cone on other end. 1.
" All dimensions and directions are approximate i . - I _ rr r,,,n.••�.,,,,,
Checked By: William Martin Project Manager. - �- t I� L %`, �.•'��GENSF :,CGS
t n
y�i- SigrE OF fr
axis ?OBIDP..Senior�Ef g
F;odda LiSg.51E. ense fi`62- - /ONAL
As a mutual protection to our client the public and ourselves, all reports are submitted as the confidential proper ofclients.1Awort ad04 for 9utitication of statements, conclusions, or
extracts from our reports is reserved pendingwriften approval. Our reports apply only to the strengths of the test alpreimens and Ro; to the to-iim, strengths of the members indentified
in the "Location' information. /
I 1 i
ATC Gf, Services LLC
AVAkT 9955 N.W.116 Way Suite 1 Miami, FI.33178
N C TELEPHONE (305) 882.8200, FACSIMILE (305) 882-1200
L
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/24/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-2
ProjectlD:
3996000423
Cylinder Set ID:
24596
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Juan Paniagua
Permit No.:
Supplier:
Cemex
Sample Location:
Slab N edge of slab between gridlines 3 & 4,14' of center of slab to North edge
Remarks:
Water Added
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
6
Mix Description:
4k psi fiber
Placement:
Pump
Ticket Number:
35841731
Weather:
Sunny
Truck Number:
9700
Concrete Temp ff):
78
Batch Time:
8:08:00 AM
Air Temp ff):
81
Time Sampled:
9:00:00 AM
Air Content:
Elapsed Time (Min):
52
Cubic Yards Sampled:
70190
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curincl (Days) TestDate Diameter (in)
Area S in TotalLoad (lbs-force) CompressiveStrenath (PSI) BreakTvpe
7 7/31/2018 4.02
12.69 42350 3338
5
28 8/21/2018 4.01
12.62 58300 4619
5
28 8/21/2018 3.99 12.5 61380 4911 2
28 8/21/2018 4.02 12.69 59750 4710 5
56 9/18/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 4750 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonably well- Well -formed cone on Columner vertical Diagonal fracture with Side fractures at top or Similar to type 5, but
formed cones on both one end,Verticol cracking through both no cracking through the bottam.(Occurs cylinder is pointed.
ends, less than 7 in. cracks running through ends, no well formed ends; tap with hammer commonlywilh
(25 mm) of cracking caps, no well-defined nines, to distinguish from type unbonded caps.)
though caps. cone on other end. 7.
All dimensions and directions are approximate
Checked By: William Martin Project Manager. LL�'
Senior Enginear Fd�''�...... ' ���r,F
�flodtl'a license#%,519 -;0NAL ENGn'''
•....end
As a mutual protection to our client the public and ourselves, all reports are submitted as the confidential propsrty'gf ciieiris. Autoritatlon for publication of statements, conclusions, or
extracts from our reports is reserved pendingwdtten approval. Our reports apply only to the strengths of the test, specimens and not to Na I` N[u strengths of the members Indentifled
In the "Location" Irdormation. /
IF
ATC G I Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
AV ITC TELEPHONE (305) 882-8200, FACSIMILE (305) 862-1200
MAk
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/25/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-1
ProjectlD:
3996000423
Cylinder Set ID:
24597
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Juan Paniagua
Permit No.:
Supplier:
Cemex
Sample Location: West fuel tank W of tank covers and S from last tank cover
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
3.5
Mix Description:
4000 psi & fiber
Placement:
Direct
Ticket Number:
35844033
Weather:
Sunny
Truck Number:
9700
Concrete Temp ff ):
78
Batch Time:
6:21:00AM
Air Temp ff):
80
Time Sampled:
7:20:00 AM
Air Content:
Elapsed Time (Min):
59
Cubic Yards Sampled:
20170
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curinq (Days) TestDate Diameter0n)
Area S in Totall-oad (Ibs-force) CompressiveStrength (PSI) Break Type
7 8/1/2018 4.01
12.62 39360 3118
5
28,
8/22/2018 4.01 12.62 53920
4272 5
28
8/22/2018 4.03 12.75 55710
4370 5
28
8/22/2018 3.99 12.5 57810
4626 5
56
9/19/2018
0
Type 1
Reasonably well -
formed cones on both
ends, less than f in.
(25 mm) of cracking
though raps.
Compressive Strength Average (PSI) of the 28 day Breaks = 4420 PASS
No Other Breaks Evaluated
N9
Type 2
Well -formed cone on
one end,Verticol
cracks running through
caps, no well-defined
cone on other end.
".All dimensions and directions are approximate
Checked By: William Martin
Type 3
columnar vertical
cracking through both
ends, no well farmed
cones.
Project Manager.
Type 4
Diagonal fracture with
no cracking through the
ends; tap with hammer
to distinguish from type
1.
DE
Type 5
Side fractures at top or
bottom.(Occurs
commonlywith
unbonded caps.)
Type 6
Similar to type 5, but
cylinder is pointed.
* f
rE OF 3
ue (orb gtineeag-0,R.X 0,Fy*-. ORION
Florida Licerise #,825ti3 o/ONAL ENG„r�
As a mutual protection to our cllen% the public and ourselves, all reports are submitted as the confidential property, of clients. Automation for publication of statements, conclusions, or
extracts from our reports Is reserved pendingwntten approval. Our reports apply only to the strengths of the test specimens/and not to the In -situ strengths of the members Indentined
in the 'Location' Information.
k ATC G, _, Services LLC
,' 9955 N.W.116 Way Suite 1 Miami, FI.33178
A C TELEPHONE (305) 882-8200, FACSIMILE (305) 882.1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/25/2018
Project Name:
Wawa Store #5220
Field Mark:
Jp-2
ProjectlD:
3996000423
Cylinder Set ID:
24598
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Juan Paniagua
Permit No.:
Supplier:
Cemex
Sample Location: Slab on grade West of fuel tanks slab from 25' N to 6' N of inlet C-4
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5.5
Mix Description:
4000 psi & fiber
Placement:
Direct
Ticket Number:
35845071
Weather:
Sunny
Truck Number:
5756
Concrete Temp ff):
78
Batch Time:
9:41:00 AM
Air Temp ('F):
89
Time Sampled:
11:10:00 AM
Air Content:
Elapsed Time (Min):
89
Cubic Yards Sampled:
60/70
Unit Wt:
INumber
of Cvlinders Cast:
5
Curino (Days) TestDate Diameter (in) Area S in TotalLoad (lbs-force) Compressivestrength (PSI) Break Tvpe
7 8/1/2018 4 12.56 37690 3001 5
28 8/22/2018 4.01 12.62 52510 4160 5
28 8/22/2018 4 12.56 56940 4533 5
28 8/22/2018 4.02 12.69 55660 4388 5
56 9/19/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 4360 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonably well- Well -formed cone an Columnar vertical Diagonal fracture with Side fractures at tap or Similar to type 5, but
formed cones on both one encNertical cracking through both no cracking through the bottom. (Occurs cylinder is pointed..
ends, less than 1 in. cracks running through ends, no well fanned ends; tap with hammer commonly with
(25 mm) of cracking caps, no well-defined canes. to distinguish from type unbonded caps.)
though caps. cone on other end. 1.
All dimensions and directions are approximate ...............
Checked By: William Martin ProjectManager. 7C/ _� c „ --. ' �,` �.\CENgF;:�4�
Iti -t: moo`: STATE OF
senior t:nglneer ''.°S/pNAL....
c,Florida2icgRse#62519 11 ..r
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property of clients. A itorl ation fpr publication of statements, conclusions, of
extracts from our reports is reserved pendingwdlten approval. Our reports apply only to the strengths of the teSt,specimens and not :6 the in -situ strengths of the members indentified
in the "Location" information.
t
JSCANNEDBY
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
I
Compressive SSVerhff T6%T`bf Concrete Cy
Client Name:
Wawa Inc.
Date Cast:
Project Name:
Wawa Store #5220
Field Mark:
ProjectlD:
3996000423
Cylinder Set ID:
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie
Technician:
Permit No.:
Supplier:
Sample Location:
Canopy footings (D,3)+ (A,2) 30%
Remarks:
FIELD DATA
linders
4/19/2018
AM-1
23989
Ahmed Mokhtar
ceT_qK'Aquno: @pr, ..c
4u@w4jedaq buipjw-,;),j I
910z e 9 911d I
I
Design Strength (PSI:)
4000
Slump (In.):
Up i Assat ttr',r,.:
Mix Description:
CAJ25R10 4000 #57
Placement:
Fully
Ticket Number:
35656234
Weather:
Sunny
Truck Number:
65283
Concrete Temp (°F):
79
Batch Time:
11:37:00 AM
Air Temp (°F):
82
Time Sampled:
12:15:00 PM
Air Content:
Elapsed Time (Min):
38
Cubic Yards Sampled:
10.5178.5
Unit Wt:
Number of Cylinders Cast: 5
TEST RESULTS
Curinc (Days) TestDate Diameter (in) Area (Sci in Totall-oad (lbs-force) CompressiveStrenoth (PSI) Break Type
7 4/26/2018 4.02 12.69 46520 3667 2
28 5/17/2018 4.03 12.75 64670 5073 2
28 5/17/2018 4 12.56 64790 5158 2
28 5/17/2018 4.01 12.62 64420 5103 5
56 5/17/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 5110 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well -formed cone on Columnervertical Diagonal fracture with Side fractures at top or Similar to type S. but
fanned cones on both one enc Nerfical cracking through both no trading through the bottom.(Occurs cylinder is pointed.
ends, less than 1 in. cracks running through ends, no well fanned ends; tap with hammer commonly with
(25 mm) of cracking caps, no welldefned cones. to daMiguish torn type unbonded raps.)
though caps. cone on other end. t.
" All dimensions and directions are approximate
Checked Bym: WilliaMartin Project Manager.!f+h"
r'
h iH'
}aa
ex�
Semen Efgineer _ Fyn, '-••••-^^''�yt•
FWdeti.,Llegifs..�E251B, +�NALE� ,d
47
F1 LE
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential pisperby of clients. Autoriration for publication of statements, conclusions, or
etdmCS from our reports Is reserved penditt ingwi en approval. Our reports apply only to the strengths of the test specimens and not to the In situ strengths of the members Indentified
In Me Z.catlon" information. _
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
4/19/2018
Project Name:
Wawa Store #5220
Field Mark:
AM-2
ProjectlD:
3996000423
Cylinder Set ID:
23990
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Ahmed Mokhtar
Permit No.:
Supplier:
Cemex
Sample Location: Canopy Footing (D,1)+(1,C) 70%
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
6
Mix Description:
CAJ25R1 0 4000 #57 Placement:
Pump
Ticket Number:
35656537
Weather:
Sunny
Truck Number:
25403
Concrete Temp (°F):
80
Batch Time:
1:09:00 PM
Air Temp (eF):
83
Time Sampled:
1:40:00 PM
Air Content:
Elapsed Time (Min):
31
Cubic Yards Sampled:
63.5/78.5
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDate Diameter (in)
Area S in Totall-oad (lbs-force) CompressiveStrength
(PSI) Break Type
7 4/26/2018 4.03
12.75 41000 3216
5
28
5/17/2018 3.99 12.5 61250
4901 2
28
5/17/2018 4.02 12.69 61600
4856 2
28
5/17/2018 4 12.56 63240
5035 2
56
5/17/2018
0
Compressive Strength Average (PSI) of the 28 day Breaks = 4930 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4
Reasonablywell- Well-fonnel cone on ColumnerveNcal Diagonal fracture with
formed cones on both one enc Nertical craddng through bath no craceng through the
entls, less than 1 in. cracks running through ends, no well formed ends; tap with hammer
(25 mm) of cracking caps, no well-defined canes. to distinguish from type
though caps. cone on other end. 1.
a` All dimensions and directions are approximate
`Checked By: William Martin
Project Manager. � r.
Du P
Type 5 Type 6
Side fractures at top or Similar to type 5, but
bottom. (Occurs cylinder is pointed.
commonly with
unbonded caps.)
AfCrd�s,`e Lil'gLA F. r- a'O,� �-.a8I0A�4�
Semor Eci9iiteer ;3� �...
Rtsnda.Ll?iis?:i!b2579-_:yQNNAIEWt
As a mutual protection to our client the public and ourselves, all reports are submitted as the confidential propegv of clle'ta:Autm!za lm, fer publication of statements, conclusions, or
extracts fmm our reports is reserved pendingwriften approval. Our reports apply only to Me sfrengNs of the tesi speetn�ens and not to the In -situ strengths of the members Indentified
in the Zacagen' information. , ,,
ATC Group Services LLC
1,
9955 N.W.116 Way Suite 1 Miami, FI.33178
r
TELEPHONE (305) 882-8200, FACSIMILE (305) 882.1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast: 4/26/2018
Project Name:
Wawa Store #5220
Field Mark: AM-1
ProjectlD:
3996000423
Cylinder Set ID: 24014
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician: Ahmed Mokhtar
Permit No.:
Supplier: Cemex
Sample Location: Piers of Canopy Footing along Line 1 & (A,B,C,D)
Remarks:
FIELD DATA
Design Strength (PSI:) 4000 Slump (In.): 6
Mix Description: 4000 Regular Placement: Steel Container
Ticket Number: 35670814 Weather: Sunny
Truck Number: 22607 Concrete Temp (OF): 80
Batch Time: 12:11:00 PM Air Temp (OF): 82
Time Sampled: 12:55:00 PM Air Content:
Elapsed Time (Min): 44 Cubic Yards Sampled: 10/20
Unit Wt: Number of Cylinders Cast: 5
TEST RESULTS
Curing (Days) TestDa a Diameter (in) Area (Sq in TotalLcad (lbs-ford CompressiveStrenoth (PSI) BreakTvoe
7 5/3/2018 4.01 12.62 52440 4154 2
28 5/24/2018 3.99 12.5 71430 5716 2
28 5/24/2018 4 12.56 68470 5451 5
28 5/24/2018 4.03 12.75 69280 5434 3
56 6/21/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 5530 PASS
No Other Breaks Evaluated
—+I
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonably well- Well -formed cone on Culumnerverlical Diagonal fracture with side fractures at top or Similar to type 5, but
formed cones on bath one end,Vertical cranking Ihmugh both no cracking through the batten (Occurs cylinder is pointed.
ends, less than 1 in. cracks running through ends, no well formed ends; lap with hammer commonlywith
(25 mm) of cracking raps, no well-defined cones, to distinguish from type unbonded caps.)
though caps. cone on other end. 1.
•' All dimensions and directions are approximate
Checked By: William Martin
Project Manager. ��
As a mutual protection to our clien%the public and ourselves, all reports are submitted as the confidential property of clienbi: Autod titlon for publie2tion of statements, conclusions, or
extracts from our reports is reserved pendingwritten approval. Our reports apply only to the strengths of the test specimerio and not to the In-sltu'stmngths of the members Indentiged
In the "Location" Information.
Ii
ATC Group Services LLC
At 9955 N.W.116 Way Suite 1 Miami, FI.33178
XC TELEPHONE (305) 882-8200, FACSIMILE (305) 882.1200
'T
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
5/15/2018
Project Name:
Wawa Store #5220
Field Mark:
EM-1
ProjectlD:
3996000423
Cylinder Set ID:
24193
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Emmanuel Monuma
Permit Ni
Supplier:
Cemex
Sample Location: Building Slab:(15, 12.5), (K,F)
Remarks: Slump was measured at the pump
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
7
Mix Description:
1603448
Placement:
Pump
Ticket Number:
35706199
Weather:
Mostly Cloudy
Truck Number:
7678
Concrete Temp (°F):
62
Batch Time:
6:41:00AM
Air Temp ff):
72
Time Sampled:
7:18:00 AM
Air Content:
Elapsed Time (Min):
37
Cubic Yards Sampled:
101115
Unit Wit:
Number of Cylinders Cast:
5
TEST RESULTS
1
Curing (Days)
Tes Date
Diameter lint
Area S in TotalLoad (lbs-force)
CompressiveStrencith (PSI)
Break Type
7
5/22/2018
3.99
12.5 49700
3977
5
28
6/12/2018
4.03
12.75 75120
5892
5
28
6/12/2018
4.02
12.69 74770
5894
4
28
6/12/2018
4.01
12.62 72880
5774
5
56
7/10/2018
0
Compressive Strength Average (PSI) of the 28 day Breaks = 5850 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well4crned cone on Columnerve,tical Diagonal fracture with Side fractures at top or Similar to type 5, but
formed cones on both one end.Vencal cradang through bath no cracidng through the bottom (Occurs cylinder is pointed.
ends, less than l in. cracks running through ends, no well farmed ends: tap with harsher commonly with
(25 roll of cracking naps, nowell4efined cones. to distinguish from type unbonded caps.)
though caps. cone on other end. 1.
"All dimensions and directions are approximate
Checked By: William Martin Project Manager.
As a mutual pmteclion to our client, the public and ourselves, all reports are submitted as the conndenM
extracts from our reports Is reserved pendingwdtten approval. Our reports apply only to the strengths of
In the "Location"Information.
stone, or
:dined