HomeMy WebLinkAboutKC-16-298 & KC-16-299 - 28 day break - Subgrade Slabs @ West Lanes - 05-19-16L9 Ill MGhPGC AvChtX N7 , 131ap. D,
RChtoh, WA 96U36-4199
Phone: (206)296-//09
Concrete Compression Tes[ Reporr Ring county Fax: (206) 296-0179
concrete compression TeST Repoli
Project:: Cizy of Renion - Logan Ave N.
Cuncrete Placed By: Highmark Concreze
Cuncrete Supplier: Miles
Plant Location:
Sumner - 202
Pruje,,t Numncr: 1126896
Placement Inspector: Shawn Shirey
Tests and Cylinders 6y: Casey Wagner
Mix Desiyn Num6cr: 0442A
Placement Location: Roadway Base Lift Slab @ South Bound Logan Ave in West Lane- 1 of 3
Concrete Use: Roadway Base Slab Strength Specification: 4000psi at 28 days
Slump: 5 1/4° Air Cuntent: 5.3% Design w/(c+p) 0.43 Date Cylinders Cast: 5/1y/l115
unit vveiyht: 143.8pcf I emperature: 70��F Actual w7(c+p) 0.41 Time Cylinders Cast: r:39
Aggregate Source(s): Coarse: B-329_ Fine: B-329
AS i m C39: i u5t Method Tor 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
Type 5
1
KC -16-295
512011b
5/26/16
8.02in
4.00in
4.00in
12.57in2
26,340
2100
14.5
TVpe 2
1 4
KC -16-296
5/20/16
5/23/16
1 8.00in
4.00in
4.01 in
12.60in2
1 44,420
3538
1 24.3
Type 2
8
KC -16-297
5/20/16
5/27/16
8.00in
4.00in
4.01 in
I 12.60in2
53,790
4270
29.4
Type 3
28
KC -16-298
5/20/16
6/16/16
8.00in
4.00in
4.02in
12.63in2
66,010
5230
36.1
Type 2
28
KC 16-299
5/20/16
6/16/16
8.01 in
4.00in
4.02in
12.63in2
66,810
5290
36.5
Hiotwry of Inalviaual Comprcaaive Strength Tests Fur t His Projeut and Mix ID
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C1064.
Material
X meets
fails to meet a5ove speclficativris=
Approved for i Tested and
Distribution By: Submitted By Ow GIMMIs
Maiena Erngirreer Date irwnal Data
Form: Field Concreie iast Report Revised 821108
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
6/15/2016
6/15/2016
6/16/2016
Cylinder Stren th
4790psi
4840psi
5130psi
7 5210 si
5230psi
I 5290psi
Average Strength
4820psi I
5170psi
5260psi
5080psi
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C1064.
Material
X meets
fails to meet a5ove speclficativris=
Approved for i Tested and
Distribution By: Submitted By Ow GIMMIs
Maiena Erngirreer Date irwnal Data
Form: Field Concreie iast Report Revised 821108