HomeMy WebLinkAboutKC-16-215 & KC-16-216 - 28-day break - P2 & S3 Foundations - 04-11-16I» MOmOU AVGIIUG NE, 13111. D,
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Uoncrete compression Test Report Ring Gvunty Fix: (306) 2v6-0 I /v
eolnelretd COmp11r833100 Test Reporll:
Project: City of Renton - Logan Ave N.
uuncrete Placed By: Amaya Electric
Conerctc Supplier: Miles
Plant Location:
Placement Location:
L;unurete Use:
Pacific - 203
PrujCC;t Num5ur:
1126896
Placement Inspector: Snawn Sfiiirey
I eats and Cylinders 6y: Casey Wagner
Mix Design I9um6er: 04432F
Pole Base M —_
shatts Strength Specification: 4uuuN5i at Zia Gays
Slump: 73/411 Air (wntent: 1.6-/0 Design w/(c+p) 0.44 Date Cylinders Cast: 4/11/16
Unit Weight: 150.ONcf Temperature: WF Actual w/(c;+p) u.41 I ime Cylinders Cast: 12:46
Aggregate Source(s): curse: tt-3z9, Fine: tt-329
ASTM C39: Test Methua fur t;iumpre551vu Strenctth ut cvlindrical concrete Scecimens
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)
Length
am
Dieter
Diameter x
Area
Type 2
7
KC -16-214
4r 120 6
4/18/16
7.98in
4.00in
4.02in
12.63in2
69,340
5490
37.9
Type 2
28
KC -16-215
4/12/16
5/9/16
7.99in
4.01 in
4.01 in
12.63in2
98,800
7820
53.9
Type 3
28
KC -16-216
4/12/16
5/9/16
8.00inj
4.01 in
4.01 in
12.63in2
98,000
7760
53.5
Hisiory of Individual Comprwooive strun—yth Trsta Fur This Project and Mix ID
RemarRS: Reterence: WSDOT Std. Specifications 6-02.14) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C 1064.
X meets
Material
above specificativ—ns.
f t meet
Hpprovet9 ,or
Distrbu on ,,:
Materials Engineer �, F
Tested and
Subm «ed 'y
r i. i J ;
I orm F iOil Concrete i as! Repoli evv,ed. 8/2j 10,,
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
5/4/2016
5/5/2016
5/9/2016
,Cylinder Strength
6120psi I
6230psi
6810psi
6890 si
7820 si
7760psi-
Average Strength
6180psi
6850psi
7790psi
6940psi
RemarRS: Reterence: WSDOT Std. Specifications 6-02.14) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C 1064.
X meets
Material
above specificativ—ns.
f t meet
Hpprovet9 ,or
Distrbu on ,,:
Materials Engineer �, F
Tested and
Subm «ed 'y
r i. i J ;
I orm F iOil Concrete i as! Repoli evv,ed. 8/2j 10,,