HomeMy WebLinkAboutKC-16-304 & KC-16-305 - 28 day break - Subgrade Slabs @ West Lanes - 05-19-16111 IVIMMOC Aviuu:, IVC, 1310�1. U,
Renton, WA 98056.4199
L9 Phone: (206) 296-7709
Concrete Compression Tesr Reporr Ring Gvunty rax: (206):!96-0179
CONCreie Compression TON! RepOR
Project: City of Renion - Logan Ave N.
Concrete Placed By: Highmark Concreze
concrete Supplier: Miles
Plant Locatiun:
PHuiTkr - 203
Pruject Number:
1126896
Placement Inspector: Shawn Shirey
I ests and Cylinders 5y: Casey Wagner
Mix Dusiyn Mum5ur: 0442A
Placement Location: Roadway Base Lift Slab Q South Bound Logan Ave in West Lane - 2 of 3
Concrete Use: Roadway Base Slab Strength Specification: 4000psi at 28 days
Slamp: 5 Air Cuntent: 5.41/0 Desiyn w/(c+p) 0.43 Date Cylinders Cast: 5/1y116
Unit weiyht: 143.6pcf Temperatare: W: F Autaal w/(L;+p) 0.42 I ime Cylinders cast: 9:01
Ayyreyate Sucirce(s): Coarse: B-329; Fine: B-329
ASTIGI W9: i est IOletnud Tor uumpressive StrungtH uT uylindf ical uunurete 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)
Lencith
Diameter
Diameter(x)
Area
Type 5
1
KC -16-301
5/2000
5/26/16
8.00in
4.00in
4.01 in
12.60in2
25,320
2016
13.9
TVpe 2
1 4
8
KC -16-302
5/20/16
5/23/16
8.00in
4.00in
4.00in
12.57in2
42,000
52,110
3340
23.0
Type 2
KC -16-303
5/20/16
5/27/16
8.02in
4.00in
4.01 in
12.601n2
4140
28.5
TVpe 2
28
KC -16-304
5/20/16
6/16/16
8.00in
4.00in
4.01 in
12.60in2
59,540
4730
32.6
TVpe 2
28
KC -16-305
5/20/16
6/16/16
7.99in
4.00in
4.01 in
12.60in2
60,070
4770
32.9
mistury wT Inaiviaual trompressive strength Tests For This PruictA ana 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
above specitivativns.
falls to meet
Approved for�� / - //� /7 T
DWribution By. (Q b
17 RialpAals Engineer [)ata
"e;?ed and
Submitted By Cw Orruraors
honer [)are
Form; Field Concrete Test Report Revised: 8/21/08
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
6/16/2016
6/16/2016
-5210
C linder Strength
5130psi
psi
5230psi 5290psi
4730 si 4770 si
Avera a Strength
I 5170psi
5260psi
4750psi
5060psi
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
above specitivativns.
falls to meet
Approved for�� / - //� /7 T
DWribution By. (Q b
17 RialpAals Engineer [)ata
"e;?ed and
Submitted By Cw Orruraors
honer [)are
Form; Field Concrete Test Report Revised: 8/21/08