HomeMy WebLinkAboutKC-16-251 & KC-16-252 - 28 day break - P1 P8 Foundation SG Tops - 05-06-16L9 155 Monroe Avenue NC, 131de. 1),
Kenton, WA 98056-4199
Phone: (206)296-//09
Concrete ress
C:om ion Tesr Report Kin Count ,
P N g y hon: (:Uti) 296-01/9
cullicilift —C111111111PRIN-31-011111-1111SURVOrt
Project:
City of Renton - Logan Ave N. Project Dumber:
1126896
uunerete Plauud By:
Amaya Electric Placement Inspector:
Shawn Shirey
Cun urctc Supplier:
Miles
I usts and uylindurs t y:
Casey wagner
Plant Location:
Sumner - zOz
Mix Design Number:
u4432F
Placement Location:
KC -16-250
Signal Base P1 & P8, Signal Tops
5/13/16
ucincrete Use:
Pole Bases
Strenyth Specitication: 4000psi at 28 days
Slump: 6
Air Uuntunt: 1.6%
Dusiyn w/(c:+p) 0.44 Datu uylindurs oast:
o/6/16
Unit Weight: 150.Opcf
Temperaturc: 69°F
Actual w/(D+p) 0.41 1 imc uylindcrs Cast:
7:12
Aggregate Source(s):
Coarse: 6-3zy, Finu: 6-3zu
4.02in
12.63in2
ASTM C39: Test Method for Compressive Strength of COindrival Cuncirwty Siowvi,,,wr,5
Fracture
Type
YP
Age at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Lead
(Lbs)
Lbs
Unit Load
(psi)
Unit Load
(MPa)
Len th
Diameter
Diameter x
Area
Type 2
7
KC -16-250
5 ;"
5/7/16
5/13/16
8.00in
4.00in
4.01 in
12.60in2
74,120
5880
40.5
Tvpe 2
28
KC -16-251
6/3/16
8.00in
4.00in
4.02in
12.63in2
103,800
8220
56.7
Type 3
28
KC -16-252
5/7/16 6/3/16
7.99in
4.00in
4.02in 12.63in2
102,740
8140
56.1
History of Individual Compressive Strength Tests For This Project and Mix ID
Second Most Recent
First Most Recent
Current Individual Strength
Running Average
Individual Strength Test
Individual Strength Test
Test
of the Three Most
Recent Individual
Strength Tests
Date of Test 5/30/2016
6/1/2.016
6/3/2016
,Cylinder Strength 6820 si
6670 si
7750psi
7810psi
220
8si
T 8140 si
Avera a Strength I 6750psi
7780psi
8180psi I
7570psi
Rer�iarRs: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C1437 C1727 C231, and C1064.
Material
X meets
above specifications.
fails to meet
Approvetl or zlL
Distribution B,:
MaWnars Engineer Date
Tested and
Submitted By. cw ay-:;,
Inivai Daie
Form: Field Concrete Test Report