HomeMy WebLinkAboutKC-16-169 & KC-16-170 - 28-day break - P14 16 18 20 21 26 28 30 Foundations - 04-01-16I11 Rluluvc AvCh6c MF, 131CIp D.
KCIAOii, WA 92SU16-4199
LIM 1'1m"C: (.!U15) L915- / /09
Concrele Cotttprt'„;o,, Tr,,,[ R, -pot t Ring County Fax: (206) 296-01 /9
Concrew Compression Test Repoli
Project: Uity of Renton - Logan Ave N.
Concrete Placed By: Amaya Eleciric
Concrete Supplier: Miles
Plant Locatiun:
Placement Lucatiun:
Concrete Use:
Pacitic - 202
Prujcut Number:
Placement Inspit r:
1126896
sliawn sRirev
Tests and Cylinders by: Casey Wagner
Mix Desiyn Number: 04432F
Pole Base Caps P14, 16, 18, 20, 21, 26, 28, & 30
Shafts Strength Spe,.ifi,.atiun: 4uuup5i at zt$ aay5
slump: f l/z° Air Content: 1.6% Design w/(c+p) 0.44 Date Cylinders Cast: 4/7/16
Unit Weiy5t: 150.Opcf Temperature: i3"F Actual w/((;+p) u.43 Time Cylinders Cast: i4:4i
Agyreyate Suuruc(5): Coarse: B-329, Fine: B-329
ASTM (;39: 1 est Metfiiod for compressive Strength of cylindrical concrete Specimens
Fracture
Type
YP
Age at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
Lbs
Unit Load
(psi)
Unit Load
(MPa)
Length
Diameter
Diameter(x) Area
Type 2
7
KC -16-168
4,2,16
4/8/16
8.02in
4.00in
4.02in 12.63in2
57,100
4520
31.2
Type 2
28
28
KC -16-169
4/2/16
4/29/16
8.00in
4.00in
4.61 in 12.60in2
81,510
79,920
6470
6360
44.6
43.9
Type 2
KC -16-170
4/2/16
4/29/16
8.00in
4.00in
4.00in 12.57in2
Ristury ut Individual compressive 5trengtH Tests For This Project and Mix ID
Remarks: Reference: WSDOT Std. Specifications b-uz.3(4) at 6-02.3(5).
Field tests performed using ASTM C31/C3iM, C135, CA3, C1 iz, Cz31, and Ctu64.
X meets
Materialabove specifications.
it meet
Approved for/ l 'rested and
Distribution By - ( ( supmittea BY: Gvv 47MU16
Maierlals Engineer �Date Initial Date
i orm F told concrete Test Report Revised- 8/z tMa
Second Most Recent First Most Recent Current Individual Strength
Ranniny Average
Individual Strength Test Individual Strength Test Test
of the Three Plost
Recent Individual
Strength Tests
Date of Test
4/21/2016 4/28/2016 4/29/2016
,Cylinder Stren th
7790psi I 7950psi 7480psi
1 7620 si 6470psi
6360psi
Average Strength
7876psi 7550psi 6420psi
F 7280psi
Remarks: Reference: WSDOT Std. Specifications b-uz.3(4) at 6-02.3(5).
Field tests performed using ASTM C31/C3iM, C135, CA3, C1 iz, Cz31, and Ctu64.
X meets
Materialabove specifications.
it meet
Approved for/ l 'rested and
Distribution By - ( ( supmittea BY: Gvv 47MU16
Maierlals Engineer �Date Initial Date
i orm F told concrete Test Report Revised- 8/z tMa