HomeMy WebLinkAboutKC-16-310 & KC-16-311 - 28 day break - Subgrade Slabs @ West Lanes - 05-19-1693-74 155 Monroe Avenue NE. 131(IV. 1),
Kenron, WA 98055-4199
Phuhe: (-,06) 295-7709
concrete Uornpression Test Report KinyCivunty t•:,.: (-,0) -9%-u1 /9
Concraw cumuroWun Test 6uuun
Pruject: City of Renton - Logan Ave N.
t:uncrettv Plauea By: HiyhmarK t;oncrete
Concrete Supplier: Miles
Plant Location:
Pacific - 203
Pruject Number: 1126896
Plauement Inspeutur: Shawn Sfiirey
Tests ana Cylinaelr 6y: t;pscy warner
Mix Design Number: 0442A
Placement Cocatiun: Roadway Base Citt Slab (9 Soutfi Bound Logan Ave in West Lane - 3 of 3
t;unurete use: Roadway Base Slat Strenyth Speuitivatiun: 4000PSi at 215 days
Slump: 5 Air Cuntant: 5.1% uCsiyn wl(c+p) 0.43 Date t:ylinaers Last: 5/19/16
Unit Weight: 144.5pm Temperature: IVF Actual w/(c+p) 0.39 Time Cylinders Cast: 10:19
Agyreyate Suarce(s): Coarse: 9-3za, Fine: 9-3zy
ASTM C39: Test MeiFiod for Compressive Sirength of Cylindrical Concreie Specimens
Fracture
Type
Age at
Testing
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psi)
Unit Load
(MPa)(Days)
Len th
Cylinder Strength
Type 5
1
KC -16-307
o, 0116
5/20/16
8.03in
4.00in
4.01in
12.60in2
23,710
1880
13.0
Type 2
4
KC -16-308
5/20/16
5/23/16
8.02in
4.00in
4.00in
12.57in2
42,440
3380
23.3
TVpe 2
1 8
KC -16-309
5/20/16
5/27/16
8.00in
4.00in
4.01 in
12.60in2
51,980
60,160
4130
28.5
Type 2
28
KC -16-310
5/20/16
6/16/16
8.01 in
4.00in
4:02in
12.63in2
4769
32.8
Type 2
28
KC -16-311
5/20/16
6/16/16
B.001n
4.00in
4.00in
12.57in2
58,280
4640
32.0
Ristory of Individual Compressive Strength Tests For This Project and Mix ID
RemarRs: Ruierwance: w5DO I 50J. bpac; ritation.. 6-uz.3(4) K 6-uz.3(5).
Field cysts pefformed 0.,ii ig A51 17 U311C:31 M, 17138. 1:143, C:1 tz, Cz31, and C1064.
Material
X meets
fails to meet above specifications.
hpprove0 rorY ested and
OwnBut,on B, Submitted By Cw ®1wc lz;
LIVI Materials Erufnear Date Initial Date
r orm: Field Concrete Test RepoR Revisew 5/n,03
Second Most Recent First Most Recent
Current Individual Strength Running Average
Individual Strength Test Individual Strength Test
Test of the Three Most
6/16/2616 Recent Individual
Strength Tests
Date of Test
6/16/2016 6/16/2016
Cylinder Strength
5230 si
5290psi 4730psi
4770psi
4760 si 4640 si
Average Strength
5260psi 4750psi
4700psi 4900psi
RemarRs: Ruierwance: w5DO I 50J. bpac; ritation.. 6-uz.3(4) K 6-uz.3(5).
Field cysts pefformed 0.,ii ig A51 17 U311C:31 M, 17138. 1:143, C:1 tz, Cz31, and C1064.
Material
X meets
fails to meet above specifications.
hpprove0 rorY ested and
OwnBut,on B, Submitted By Cw ®1wc lz;
LIVI Materials Erufnear Date Initial Date
r orm: Field Concrete Test RepoR Revisew 5/n,03