HomeMy WebLinkAboutKC-16-265 - 7-day break - Decorative Concrete - 05-17-16I.).) mr),voe Avenue Nr, Islds 1).
Renton; WA 98056-4199
L9 Phone: (306) 396-7709
Conc.-me Compiesnion Test Report King Gvunty Fax: (306) 396-0I /`J
Concrete Compression Test Report
Prujut,t: City of Renton - Logan Ave N.
Concrete Placed By: Highmark Concrete
Concrete Supplier: curliss
Project Number:
Placement Inspector: Shawn Shirey
Tests and Lylinders 6y: casey Wagner
Plant Location: Sumner, 001 Mix Dcsiyn Number: 51 600A
Placement Location: Decorative Concrete Islands @ 3rd & 4th
Concrete Use: Decorative Islands
Slump: 51/41, Air Luntent: 5.7%
Strength Specitication: 4000psi at 28
Dusiyn w7(u+p)
days
0.49 Date uylinders oast: 5/17/16
Unit vvGiy'nt: 140.3pcf Tumperature: 73°F A,;tual w/(c+p) Time Cylinders Cast: 8:16
Aggregate Source(s): Coarse: A-44, Fine: A-44
ASTM C39: Test Method for Compressive Strength of Cylindrical Concrete Specimens
Fracture
I ype
Age at
Tebtiny
(Day,)
Lab Number
Date
Received
Date of
1 est
Cylinder Dimensions
Total Load
(C6s)
Unit Load
(psi)
Unit Load
(I0IPa)
Len th
Diameter
Diameter x
Area)
I ype Z
/
KC -16-265
5/18/16
5/24/16
8 021M
4 uuin
4.01 i,.
12.O03nz
40.9;&0
3z5U
22.4
28
KC -i6 -z66
5/18/16
6/14/16
28
KC -16-267
5/18/16
6/14/16
KC -16-268
History of Individual Compressive Strength Tests For This Project and Mix ID
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31M. C138, C143; C172; C231, and C1064.
Material
meets
fails to meet above specifications.
Approved for i esteO and
Distnbution By: Submitted By-
Materials
yMaterials Engineer Date
n ;. n
'c= orm: F.e10 concrete l est Report Revisetl: ate IIca
Second Moat Recent
First Float Reue, it
Current Individual 5trenytR
Running Average
Individual Strengtn 1 est
Individual Strength Test
Test
of Ine I Rree most
Recent Individual
Strength Tests
Date of Test
6/14/1016
C tinder Stren th
Avera a 5trcn to
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31M. C138, C143; C172; C231, and C1064.
Material
meets
fails to meet above specifications.
Approved for i esteO and
Distnbution By: Submitted By-
Materials
yMaterials Engineer Date
n ;. n
'c= orm: F.e10 concrete l est Report Revisetl: ate IIca