HomeMy WebLinkAboutKC-16-194 & KC-16-195 - 28-day break - P2 & 3 Foundations - 04-06-16a IJ1 MOmOv Avrhtic NC, MOP 0,
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Concrete Compression Test Report Kir ny Cvul7ty Fax: (206) 296-0179
concrete gompression rest Report
Project: City of Renton - Logan Ave A.
Concrete Placed By: Amaya Eleetriu
uunurctc Supplier: Mil=s
Plant Lu,;ation:
Sumner - 202
Placement Location:
Concrete Use: Smelts
Slamp: 73/4,, Air uuntent: 1.6%
unit Wciyht: 150.Opcf Temperature: 70`F
Aggregate Source(s): Coarse: 9-3zy, Fine: B-3zy
Prujcut Number:
1126896
Plawvi-imnt In�pcctor:
Shawn Shirey
Tests and Cylinders By:
Casey Wagner
Mix Design Number:
04432F
Pole Bases 2 & 3
Strenytn SNeuifivaticl l: 4000E 51
Dcsiyn W/(u+p) 0.44 Date Cylinders Cast:
Actual W/(c+p) U.4z Time Cylinders Cast:
at 28 days
ASTM C39: Test Method for Compressive 5irenoth of Cvlindrical Concrete 5vecimens
4/6/16
12:41
Fracture
Type
Age at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psi)
Unit Load
(MPa)
Len th
Diameter
Diameter(x)
Area
Type 5
7
KC -16-193
3-
4/7/16
4/13/16
8.02in
4.01 in
4.01 in
12.63in2
50,940
4030
27.8
Type 2
28
KC -16-194
5/4/16
8.01 in
4.O0in
4.01 in
12.60in2
77,670
6120
42.2
Type 2
-28
KC -16-195
4/7/16
5/4/16
8.00in
4.01 in
4.61 in
• 12.63in2
78,680
6230
43.0
Hisiory of Individual Compressive Strengtfii Tests For This Prviect 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 5/2/2016 5/3/2016 5/4/2016
C tinder Strength 1 8000 si
I 8010psi
7050 si
1 7090 si
6120 s
66230 si
Avera a Strength I 8010psi
7070psi
6180psi
7090psi
Remarks: Reference: WSDOT Std. Specifications 6-Oz.3(4) K
Field tests performed using ASTM C31/C31M, C138, C143, C1 i2, c;231. and U1064.
Material
X meets
above specifications.
fails to et
Approved for l�
Distribution By
17 Materi s Engineer Date
i esietl anti
Submtted By: Cvv 4,zO,b
initial Date
Form Field Comma i est Report Revsad: 8/21/08