HomeMy WebLinkAboutKC-16-256 & KC-16-257 - 28 day break - Sidewalk at 3rd - 05-11-16a IJJ MomOr AvCuur NI', 131ag. U,
Rt ituii, WA 980J6-4199
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Condit{ CompiCaaivu TCn[ Rcpvrt King County F.In: (s06) GYU-UI /Y
Concrete Compression Test Report
Prujcut: city of Renton - Ligan Ave Iq.
Concrete Placed By: Highmark Concrete
Concrete Supplier: Miles
Plant Luuatiun:
PlacCmCnt Luucttiun:
Concrete Use:
Slump:
unit Weiy5t:
Pauitiu - 203
Sidewalk
Prujeut I9um6er:
1126896
Plaucmunt InsputAor: Shawn Shirey
Tests and Cylinders by: Casey Wagner
Mix Desiyn I9umber: 0442A
SidewalK (Q1 North side vt 3rd
Strun-yth Spudfivatiun: 4000p5i at 28
51/z" Air Content: 5.4°r Design w/(cTp)
aayb
0.44 Date Cylinders Cast: 5/11/16
14z.3pcf I emperature: /6'F Actual w/(c+p) 9.3v Time Cylinders Cast: 11:31
Ayyruyctta SuurVa(s): Coarse: B-329, Fine: B-329
AS -I M c39: Test Method for Compressive Strength of Cylindrical concrete Specimens
Fracture
Type
Ag` at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder DimerWono
I otal Coad
([os)
Unit Coad
(psi)
Unit Coad
(RIPzt)
len th
Diameter
Diameter ,,
Area
Type 2
7
KC -16-255
5/12/16
5/18/16
8.03in
4.0 1 in
4.01 in
1 2.63inz
40,00
U40
zz.3
I ype z
28
KC -16-256
5/12/16
6/8/16
8.00in
4.01 in
4.01 in
12.63in2
54,130
4290
1 29.6
1 ype z
Z8
KU -16-25/
5n z/1 b
6/8/16
S.U2in
4.00in
4.02i� �
1 z.63inz
53;950
4270
29.4
History vt Individual compressive Strengths Tests For This Project and Mix ID
Second Most Recent First Most Recent
Current Individual Strength
Running Average
Individual Strength Test Individual Strength Test
Test
of the 1 nree Most
Recent Individual
Strength Tests
Date of Test 5/3/21316 5/17J2U16
ti/8/LUIti
,Cylinder Stren th Ft55u si
I 4tmu si 4//u si
I 4510psi
4ZVO ai I 42/13 -d
Avera a Strength 1 48 psi I 4790psi
4280psi
I 40413 si
Remarks: Reference: VVSuu I Sid. Specifications15-132.3(4) & 5-132.3(5).
Field tests performed using ASTM C31/C3i M, C135, 0143, C1 /z. Cz31. ana D1064.
X meets
Material falls to meet above specifications.
Approved for Q / TesteO anu
Disuibuuon By: auomiueO ny: Cw ereno16
Ma,enayEng n; er D. c, Initial Date
Form- Field Concrete Test Report Revised: aic uOS