HomeMy WebLinkAboutKC-16-187 & KC-16-188 - 28-day break - Sidewalk & Driveways at 33+75 & 25+50 - 04-05-16a 155 Monroe Avenue Nr, Bldp. 1).
Iteluon, WA 98016 4119
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ConCiitC Co ipica,ion Tesr Repoit Icing County r.i�: (SUIT) 96 -UI /`l
Collaw Compression Tom Report
Prujcct: City of Renton - Logan Ave N.
Concrete Placed By: Highmark Concrete
Concrete Supplier: Miles
Plant Location:
Pauitit; - 203
Project Number: 1126896
Placement Inspeutur: Shawn SFiirey
Tests and t✓ylinaers 6y: Casey warner
Mix Design Number: u442A
Placement Cocatiun: Sidewalk and Driveways at 33+75 & 25+50
Concrete Use: Sidewalk & Driveways Strength Specification: 4000psi at 28 days
Slump: 5 1/4" Air Content: 5.4/6 Desiyn w/(c+p) 0.44 Date LylindCrs Last: 4/5/16
Unit Weiyht: 143.3pcf Temperature: 63°F Actual w/(c+p) 0.37 I iiTia uylinacrs Cast: 8:39
Ayyrcyate Suuruu(sy Coarse: B-329; Fine: B-329
AS I M W9: Test Metflua ter cumpressive StrCnrgtn of t;ylinarical 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)
Len th
Diameter
Diameter(x)
Area
Type 5
3
KC -16-185
4/6,11
4/8/16
7.98in
4.00in
4.01 in
12.60in2
33,960
2700
18.6
Type 2
Type 2
7
28
KC -16-186
KC -16-187
4/6/16
4/6/16
4/12/16
5/3/16
7.99in
8.02in
4.00in
4.00in
4.02in
4.01 in
12.63in2
12.60in2
48,640
61,100
3850
4850
26.5
33.4
Type 2
28
KC -16-188
4/6/16
5/3/16
8.00in
4.00in
4.01 in
12.60in2
60,940
4840
33.4
Histuily ut Inaiviaual t;wMp1Cssivw Stength Twsts For This Project and 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.
X meets
Material a5ove specifications.
fails tv meet
Approved for
Dismtluuon By:
1-71 Mardaitfftheer Date
Tested and
Submitted By: cwxw.
lnifral Date—
Form Field concrete Test Report Rev t1: ""iz a
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
4/27/2016 5/3/2016
Cylinder Strength
5020psi 5050 si
4070psi
-----t----
4120 psi4850 si
4840 si
Average Stren th
5040psi
4100psi 4850psi
4660 si
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.
X meets
Material a5ove specifications.
fails tv meet
Approved for
Dismtluuon By:
1-71 Mardaitfftheer Date
Tested and
Submitted By: cwxw.
lnifral Date—
Form Field concrete Test Report Rev t1: ""iz a