HomeMy WebLinkAboutKC-16-238 & KC-16-239 - 28 day break - P2 P4 Foundation S1 S3 Tops - 05-02-16155 Monroe Avenue NE, BRig. u,
k,M Kriinj7 WA 98056-4199
r'nuiie: (306) '-196-7709Conuiete Compression Test Repari King County r.,,,: (206) z96-0 1 /9
CONCrelte C011@risSSigH TI;S[ Regon
Prujuut:y e zo og
Concrete Placed By: Amaya Electric
Concrete Supplier: Miles
Plant Cocatiun:
Pacifies - 203
Pruject Num5er:
Haccmunt Inspuutur:
Tests and Cylinaurs 5y:
11268x6
Shawn Shirey
Casey Wagner
Mix Design Number: 04432F
Plauument Lucatiun: Pole Base P-29 P-4 & Si nal Tops 1-2
Concrete Use: Pole Bases Strength Specirivatiun: Ouupsi at 28 days
Slump: 7 3/4" Air Uontcnt: 1.6% Design w/(c+p) 0.44 Date uylinacrs t;ast: 5/z/16
Unit Weight: 15u.0pet Temperature: 76°F Actual w/(c+p) 0.39 Time Cylinders Cast: 12:19
Ayyrcyate Suurc u(s): uuarsc: B-3zy, Fine: B-329
ASTM C39: Test Methoa fur uomprCssive 5trengtfi of Cylindrical Concreze Specimens
FractOre
Type
Aye al
rezting
(Days)
Car i9umber
Date
Received
Date of
Test
Cylinder DimenwOula
Total Load
Unit Load
(psi)
(psi)
Unit Load
(MPa)
[en tri
Diumator
Dia���eter,�
Area
Type 2
t
Rt;-I15-z3i
5/3/16
5/9/16
8.03in
4.00in
4.Olin
lz.60inz
55.110
44zo
30.5
Type 2
28
KC -16-238
5/3/16
5/30/16
8.00in
4.01 in
4.01 in
12.63in2
So, 15-u
13azu
41.o
l ype z
28
KC -16-239
5/3/16
5/30/1 6
8.uzi,
4.uuii 1
4.01111
12.60in2
84,030
6670
46.0
History of Individual Comprus5ive Strength Tests For This Project and Mix ID
Remarks: Rcteience: vv500i Std. Specifications 6-02.3(4) & 6-uz.3(5).
Field tests peft,med osi,ig AS I M C31/C31M, C138 C143 C172 C231 and C1u84.
X meets
Material
above Specifications.
fails tom et
Approved for 3
DisuiOudon By
Ma -nal 1 ngineer Owe
Tested
au0mn y
Form: Field Concrete Test Repon Ravmed: 8121108
5eccnd Must Recent
First Most Recent
Current indivOtiai 51enym
Running Average
Individual Strengtfl i est
individual Strength Test
Test
of the Three Most
Recent individual
Strength Tests
Date .,t l est
5/5/2016
5/9/zu16
5/30/2016
C finder5ue� tFi
6810 si
6890 si
7820 si
i/Ou si
68zu si
6610 si
Average Strength
I 685upsi
7790psi
6i50psi
I 113upsi
Remarks: Rcteience: vv500i Std. Specifications 6-02.3(4) & 6-uz.3(5).
Field tests peft,med osi,ig AS I M C31/C31M, C138 C143 C172 C231 and C1u84.
X meets
Material
above Specifications.
fails tom et
Approved for 3
DisuiOudon By
Ma -nal 1 ngineer Owe
Tested
au0mn y
Form: Field Concrete Test Repon Ravmed: 8121108