HomeMy WebLinkAboutCOMPRESSIVE STRENGTH TESTit
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St. Lucat)ti
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 Masonry Prisms
Client Name:
Wawa Inc.
Date Cast:
5/30/2018
Project Name:
Wawa Store #5220
Field Mark:
EM-1
ProjectlD:
3996000423
Prism Set ID:
24278
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Emmanuel Monuma
Permit No.:
Supplier:
Cemex
Sample Location: Dumpster walls East, West, South Fill Cells
Remarks:
FIELD DATA
Design Strength (PSI:)
3000
mp (In.):
9.5
ix Description:
024
�f` �
Pump
Ticket Numbers
3573197
W
atheent:
Mostly Cloudy
Truck Number:
2589
AUG 2 7 2018 Concrete
Temp ff):
62
Batch Time:
1:30:00 F
M Air
Temp ff):
72
Time Sampled:
2:00:00
MPermitting Departmenfi
Content:
Elapsed Time (Min):
30
St. Lucie County, FL C
bic Yards Sampled:
5.5/5.5
Unit Wt:
—INmber
of Cylinders Cast:
4
Curing (Days) Test Date
7 61612018
28 6/27/2018
28 6127/2018
56 7/25/2018
I1:&I iJT"Il1-1
L(W Width In. Lenoth IArea (Sol I o alto d
Ibs-force
3.28 3.34 10.96 31670
3.27 3.34
3.3 3.35
10.92 38420
11.06 37720
Compressive
Strength (PSI)
2890
3520
3410
0
.20 IM %0 1W [Comprfessive Strength Average (PSI) of the 28 day Breaks = 3470
No Other Breaks Evaluated
II
Type 1 Type 2 Type 3 Type 4 Type 5
Reasonablywell. Well -fanned cone on Columnervertiral Diagonal fracture with Side fractures at top or
fomretl nines on both one engyertitol cracking through both no cracking through the bottom. (Occurs
ends, less than 1 In. cracks running through entls, no well formed ends; tap with hammer commonly with
(25 tom) of cracking caps, no well-defined cones, to distinguish from type unbonded caps.)
though caps. tone on other end. t.
•' All dimensions and directions are approximate
Checked By:
Printed Name
Project Manager:
Printed Name William Martin
/ti:^+•.�
Break Type
PASS
n
Type 6
Similar to type 5, but
cylinder is painted.
t
3
3
3
Senror.Engtneer_ `- / N0NALE
As a mutual protection to our elan4 the public and ourselves, all reports are submitted as the confidential property. of �:enbTA sh,AXatlor, for puhllcatlon of statements, conclusions, or
ex facts from our reports Is reserved pendingwrnlen approval. Our reports apply only to the strengths of the uts!,spec!mens and not to the InsCu strengths of the members Indentured
In "Location" Information.
'ff' ATC Group Services LLC
-T 9955 N.W.116 Way Suite 1 Miami, FI.33178
r C TELEPHONE (305) 882-8200, FACSIMILE (305) 882.1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
6/28/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-1
ProjectlD:
3996000423
Cylinder Set ID:
24444
Project Address:
Prima Vista Blvd & Floresta Drive, Part St. Lucie Technician:
Juan Paniagua
Permit No.:
Supplier:
Titan Concrete
Sample Location: Perimeter precast column footers from behind dumpster East
Remarks:
FIELD DATA
Design Strength (PSI:)
3000
Slump (In.):
6
Mix Description:
3000 psi p
ement:
Pump
Ticket Number:
281887
FIFT e then.
RCCEIVE
Sunny
Truck Number:
1443
on rete Temp (OF):
80
Batch Time:
3:00:00 PM
Air emp (OF):
AUG 2 7 2018
86
Time Sampled:
4:50:00 PM
AirContent:
Elapsed Time (Min):
110
c Yards Sampled:
Permitting DepartmeFl
717
Unit Wt:
I,- t .. _. _ , _.. _ - . I-tNu lberof Cylinders Cast:
5
Curing (Days) Tes Da a Diameter (in) Area (Sq ini Totall-oad (lbs-force) CompressiveStrength (Pil) Break Type
7 7/5/2018 3.99 12.5 44530 3563 5
28
7/26/2018 4.02
12.69 51500
4060 5
28
7/26/2018 4.03
12.75 53540
4200 5
28
7/26/2018 4.01
12.62 51870
4109 6
56
8/23/2018
0
Compressive Strength Average (PSI) of the 28 day Breaks = 4120 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4
Reasonablywell- Well-fomlel cone on Columnervertical Diagonal fracture With
formed cones an both one enQyeNcal cracking through both no cracking through the
ends, less Nan 7 in. cracks running through ends, no well formed ends; lap with hammer
(25 nn) of cracking caps, no well-defined cones. to distinguish from type
though raps. cone on other end. i.
"All dimensions and directions are approximate
Checked By: William Martin Project Manager.
DE P
Type 5 Type 6
Side fractures at lop or Similar to type 5, but
bottom (Occurs cylinder is pointed.
commonly with
unbonded caps.)
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property of allents, Autorblatlon 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 Me In -situ strengths of the members Inderrtined
In the "Location" Information. ,