HomeMy WebLinkAboutKC-16-244 & KC-16-245 - 28 day break - SG 6, 8, 11 and P3, P6, P8 - 05-04-16LIM
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KMAOI., WA `18U3t1-41 `9V
Phone: (206) 296-7709
uoncrele Compression Test Report King County Fax: (206) 296-0179
Concreie Compression Test Repoli
Project:
city of Renton - Logan Ave N.
PrujCct Num6cr:
112b696
concrete Plauca By:
Amaya Electric
Placement Inspector:
Shawn Shirey
Concrete Supplier:
Miles
Tests and Cylinders by:
Casey Wagner
Plant Location:
Placement Luuatiun:
uunurutu use:
Sumner - 202 Mix Desiyn Number: 04432F
Ligfiit Pole SFiatts P3 Base, P6 + P8 i vp, Signal PvICs 6, 8, & 11
PLIC Ba.,C6 Strcnyth Specification: 4000psi at 28 days
Slump: 71/4,, Air Content: 1.60/. Design w/(c+p) 0.44 Date Cylinders Cast: 5i4nb
Unit Weight: 150.0pet Temperature: tz-F Actual w/(c+p) u.39 -t ime Cylinders Cast: lz:zl
Ayyreyate Suurce(s): Coarse: B -3z9, Fine: B-329
ASTM C39: Test Method for Compressive Strengths of Cylindrical Concrete Specimens
Fracture
I ype
Age at
Tustiny
kDays)
Can Mamner
Date
Received
Date oT
Test
Uylfider uintensions
I oral Coati
(Lbs)
unit Coad
(psi)
unit F-oa'a
(MPa)
Length
Diameter
Diameter n
Area
Type 3
/
KC -l6 -z43
o/5/16
5/11/16
8.01 in
4.00in
4.00in
12.57in2
68,320
5440
37.5
Type 2
1 28
KC -16-244
5/5/16
6/1/16
1 8.02in
4.00in
4.02in
12.63inz
1 97,920
7750
53.4
Type 3
28
KC -16-z45
5/5/16
6/l/16
8.00in
4.001"
4.ulij,
iz.60inz
a8.3bu
[Ulu
53.8
History of Individual Compressive Strength Tests For This Project and Mix ID
Second Most Recent
First Most Recent
Current Individual Strength
Ranniny Average
Individual Strength Test
Individual Strength Test
Test
of the Three Most
Recent Individual
5trnytFS I emits
Date OT lest 5/u/'zu16
5/JU/zUlb
b/l/Zulb
L liiider SV'cn ifs /tSLU SI
160psi
bti'zU SI
bblu si
ri5u si ir3lu si
Average Stren th 7790psi
6750psi
I 7780psi
7440psi
- - � r � • . iZ'Zylir.?:UU]iT.Y:II�r�G1�)<�1:Il�Y�Gt(.]
r
uia�t•�i1..7aa�[•unia•�•n�unr o�ui��•sums■r:•wn:•wca��riw�t•��-m•w.n.L
X meets
Material
above specifications.
s meet
„pprovea ior
uisWm on By: (Q
Materials Engineer I I Date
Tested and
50rniaetl BY: %vv 91rzot6
Initial Date
Form. Field concrete Test Report Revised: 8/21/08