HomeMy WebLinkAboutKC-16-317 - 7 day break - Signal Bases - 05-26-16ASTM C39: nest Method for Compressive Siren th of Cylinarival Cunurete Specimens
Fracture
i yPe
Ag` at
Tee
(Days)
L9
0.) Wha0l! AvMmu NL', JAIg. U,
Date at
Test
Cylinder Dimensions
Total Coad
(Lbs)
)
Rentoa, WA 98uJ5-41 JJ
Concrete Compression Te,t
Rupri, t
Kir CvunCy
Phone: (206)296 -/tug
l=ax: k206) 296-0179
Area
Concrete Romurubbion Test Repon
7
Project:
City oy Runton- Logan Xve
N.
Project Number: 1126896
Concrete Placed By:
Amaya Electric
Placement Inspector: Shawn Shirey
Cu%retc Supplier:
Miles
36.9
I csts and Cylinders by: Casey Wagner
Plant Location:
Sumner - 202
5/27/16
Mix Dusiyn Dumber: 04432F
Placement Location:
Signal Bases 1-2 south of 3rd & 4ih
Concrete Use:
Pole Basw5
Strenyth Specification: 4000psi at 28 days
Slump: 6 IM"
Air Content: 1.6%
Desiyn w/(c+p)
u.44 Date Cylinders Cast: 5iz6i16
Unit vveiyFit: 150.opcf
Temperature: n -F
Actual w/(c+p)
0.44 1 ime Cylinders Cast: iz:52
Aggregate Sourcc(s): Coarse: B-329, Fine: B-3za
ASTM C39: nest Method for Compressive Siren th of Cylinarival Cunurete Specimens
Fracture
i yPe
Ag` at
Tee
(Days)
Lab Number
Date
Received
Date at
Test
Cylinder Dimensions
Total Coad
(Lbs)
)
unit Coaid
(psi)
Onit Caaa
(1171'a)
Con th
Diameter
Diamet� r x
Area
1 ype z
7
KC -16-317
5/27/16
6/2/h6
t.98in
4.00ij,
4DII,f�
12.60inr
67,430
5350
36.9
28
KC -i6 -3i8
5/27/16
6/23/16
zu
KC -Its -319
5/1//16
6/13/16
KC -16-320
Ristury or Individual Compressive Strength Tesis For This Pruicut dna Mix ID
Reference: WSUO I SM.peclncauon5 6-uz.3(4) & z.3(5).
Field tests performed using ASTM C3VC311vf. C138- D143_ Ci iz. Cz31, and C1064.
Material
RleetS
fails To meet
above specifications -
Approved for i esietl anti
Destribubon By: Submitted By
materi-is . naineer
Form: Fiola Concrete Test Report Revised: 814 atvo
Second Most Recent
First 191v5t Recent Cwrent Individual Strength
Running Average
Individual Strength Test
Individual Strength 1 est i est
of the Three Most
Recent Individual
5trenytFi i ests
Date of Test
6/23/2016
,Cylinder Strength
HvWai a Strength
Reference: WSUO I SM.peclncauon5 6-uz.3(4) & z.3(5).
Field tests performed using ASTM C3VC311vf. C138- D143_ Ci iz. Cz31, and C1064.
Material
RleetS
fails To meet
above specifications -
Approved for i esietl anti
Destribubon By: Submitted By
materi-is . naineer
Form: Fiola Concrete Test Report Revised: 814 atvo