HomeMy WebLinkAboutKC-16-318 KC-16-319 - 28 Day Break - Signal Bases - 05-26-16L9 155 Monroe Avenue NE, Bldg. I7,
Kcni0n. WA 98U.)6-4199
t'houe: (2015),—,96-//09
Cunei Ctc Cumiipi Caaroii Tesr Report Ring Gipunty Fae: (3U6) 396-0 I /9
Concrete compression Test Repurt
Project: City of Renton - Logan Ave N.
Concrete Placed By: Amaya Electric
Concrete Supplier: Miles
Plant Cocatiun:
Placement Cu%atiun:
Concrete Use:
Project Dumber:
1126896
Placement Inspectur: Shawn Sfiiircy
I usts ano UylinaCrs 6y: t:aswy wagner
Sumner - 202 Mix Design Number: 04432F
Signal Bases 1-2 south of 3rd & 4th
Pole Bases Strenyth 5peciticatiun: 4000Nsi at 28 days
blump: 61/4" Air Uuntent: 1.6% Dcsiyn w/(e+p) 0.44 Date Cylinders Cast: 5/26/16
unit Weiynt: 150.Opcf 1 Eirnperaturc: 71°F Actual w/(cTp) u.44 Time Cylinders Cast: 1z:52
Aggregate Source(s): Caar*a: 19-32a, Fine: B-3za
ASTM C39: Test Method for Compressive Strength of Cylindrical Concrete Specimens
Fracture
Type
Age at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psi)
Unit Load
(MPa)
Length Diameter
Diameter x
Area
Ty2e 2
7
KC -16-317
5/27/16
6/2/16
7.98in 4.00in
4.01 in
12.60in2
67,430
5350
36.9
Type 2
1 28
KC -16-318
1 5/27/16
6/23/16
8.00in 4.00in
4.00in
12.57in2
1 94,620
7536
1 51.9
Type 3
28
KC -16-319
5/27/16
6/23/16
7.99in 4.00in
4.01 in
12.60in2
96,940
7690
53.0
History of Individual Compressive Strength Tests For This Project and Mix ID
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) 8, 6-Oz.3(5).
Field tests performed using ASTM C311/C31M; C138, C143; C1 1z, Cz31, and C1054.
X meets
Material
above specifications.
t to eet
Approved for L 3
Dis,ribution By -
Materials Engineer
Tescea one
SLIbmitted By CW 6123"A
Initial Date
0 16, /� / / Z;
Form F:ea Concrete i est Repon R wsw 8/z.M8
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
6/1/2016 6/3/2016
6/23/2016
C linder Stren th
7750psi
r7810psi 822apsi T8140psi
7530 si
7690psi
Average Stren th
7780psi I 8180psi
7610 si
I 7860psi
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) 8, 6-Oz.3(5).
Field tests performed using ASTM C311/C31M; C138, C143; C1 1z, Cz31, and C1054.
X meets
Material
above specifications.
t to eet
Approved for L 3
Dis,ribution By -
Materials Engineer
Tescea one
SLIbmitted By CW 6123"A
Initial Date
0 16, /� / / Z;
Form F:ea Concrete i est Repon R wsw 8/z.M8