HomeMy WebLinkAboutKC-16-224 & KC-16-225 - 28-day break - Sidewalk & Bus Pad - 04-14-16Ill Mrn;uv% AvCuOC NC, Ii IU ?. U.
Renton, WA 980.)6-4199
L9 Phone: (206) 296-7709
Concreto Compression Tesi Report Ring Gaunty Fax: (306) 296-0179
CORCrCie CompresslUp Tess Report
Project: City of Renion - Logan Ave N.
Concrete Placed By: Highmark Concrete
uunurete Supplier: Miles
Plant Lucatiun:
Placement Location:
Concrete Use:
Pavifiu - 203
Sidewalks & Bus Pad
Slump: 5,/z” Air Content:
Prujc„t NumScr: 1126896
Placement Inspector: Shawn Shirey
I ests and Cylinders by: Casey Wagner
unix Desiyn Num6cr: 0442A
Sidewalk and Bus Pad
Strength Specification: 4000psi at 28 days
5.0% Design w/(c+p)
u.44 Date Cylinders Cast: 4n4nu
Unit Weight: 143.9pcf Tcmpurature: 67°F Rutual w/(u+p) O.sy 1 ime Lylinders Cast: 10:51
Ayyregate Suurs e(5): Coarse: B-329; Fine: B-329
ASTM W9: Test Mufflud Tvr cumpressive Strungtn vt cylindriv—al cvnurete Specimens
Fracture
T e
YP
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 2
I
KC -16-223
4A 5!16
4/15/16
4/21/16
8.00in
4.00in
4.01 in
12.66in2
48,31U
3830
26.4
Type 2
28
KC -16-224
5/12/16
8.00in
4.00in
4.02in
12.63in2
60,180
4770
32.9
Type 2
28
KC -16-225
4/15/16
5/12/16
7.99in
4.00in
4.01 in
12.60in2
60,610
4810
33.2
Aistu, y vt Inaiviaual cumpressivc strength Tcsts Fur i His P, uicut ana Mix ID
Remarks: Reference: WSDOT Sid. Specifications 6-02.3(4)_ & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C1064.
4ZOX U 12 Zi in
X meets
MaterialA10� aBove spocificatiuns=
ail meet
Approved for Tested -ind
Dlstnbution By: Z v Y� Submined By CW wtzrevts
IOlatenalsEngineer Use: Inival Dace
Form: Field Concrete Test Report Reused 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
4/27/2016 5/3/2616 5/12/2016
Cylinder Strength
4070 si
4126 si 4850psi 1 4846 si 4tiOpsi
I 4810psi
Average Strength
4106psi I 4850psi 4790psi
4580psi
Remarks: Reference: WSDOT Sid. Specifications 6-02.3(4)_ & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C1064.
4ZOX U 12 Zi in
X meets
MaterialA10� aBove spocificatiuns=
ail meet
Approved for Tested -ind
Dlstnbution By: Z v Y� Submined By CW wtzrevts
IOlatenalsEngineer Use: Inival Dace
Form: Field Concrete Test Report Reused 8/21/08