HomeMy WebLinkAboutKC-16-277, KC-16-283 & KC-16-289 - 2-day break - Subgrade Slabs @ East Lanes - 05-18-16L9 I)) Mama Aveltac NL~, Bldg. 1).
Renton, WA 98096-4191
1-nuhcc: (Lu6) !9U- / /u`)
concrete compression Test Report Kir ny County 1-".: (_ub) 196-0 I /9
Project: City of Renton - Logan Ave N.
uunurutu PlauCd By: Highmark concrete
Concrete Supplier: Miles
Plant Location:
Sumner - 202
Project Dumber: 1126896
PldL;cmunt Inspector: Shawn Shirey
Tests and Cylinders by: Casey Wagner
Mix Design Number: 0442A
Placement Location: Roadway Base Cift slaB U South Bound Logan Ave in East Cane -1 of 3
uunurete Use: Roadway Base Sian Strenyth Spuuiticatiun: 4uuupsi at 21;3 days
Slump: 41/2" Air uuntent: 4.8% Dcsiyn w7(c;+p) 0.43 uate uylinacrs oast: 5/18/16
Unit Weight: 144.5pc1 Temperature: 7i -F Actual w/(cTp) 0.293 Time Cylinders Cast: 7:41
Aggregate Source(s): Coarse: B-3za, rine: a-3zs
ASTM C39: Tesi Mezhod for Compressive Sirengzh of Cylindrical Concreze Specimens
Fracture
I ype
Age at
rsr..n9
(Day,;
Lab Number
Date
Rwmive4
Date of
I eat
Cylinder Dimensions
Total Load
(1-6a)
Unit Load
(pal)
Unit Load
(MPa)
Length
Diameter
Diameter x
Area
I ype 5
2
fit.:-16-z/i
5/1s/10
5120/ 16
8.0 -lin
4.uiin
4.0 -lin
lz.63in,mi-
/�eu
315U
21./
5
KC -16-2/8
5/19/16
5/23/16
7
KC -16-279
5/19/16
5/25/16
28
KC -16-z80
5/19/16
6/15/16
z8
KC; -16-z81
511a/16
6/15/16
KC -16-252
History of Individual Compressive Szrengzh Tests For This Project and Mix ID
5ee�;unn4 Ploat Reemnnt
that Mist RWWIT
C:u,reennt IMai vidual 51,eennyin
Running Average
Individual Strength Test
Individual Strength Test
Test
it 11718 I n,Be Pluat
Recent Indio -dual
Strength Tests
Date of Test
6/15/2ulb
C I nder Stren th
Hera a Siren gin
emar s: a erence: WSDO I Std. Specitications
C 1064.
Material
meets
fails to meet apove specifications.
Approves Por i estea ane
Distribution By: Submitted By
M :-n 1 ng n D'80
D$ee
Form Field Concrete i eyt Report Revise'a: erz 1is
Pruject:
ISS Monroe Avenue NE, Bldg. D,
L9
Rentptt, WA 960-)6-41 99
LunL;rete Placea By:
1'haue: (206) 3`16-/7U`l
Uoncrete Uonlpression Test Report King County
I -a.: (z05) a96 -u1 /v
Concrete Supplier:
Mile*
Pruject:
City of Renton - Logan Ave N.
Pruject Number:
1126896
LunL;rete Placea By:
Highmark Cunurete
Plauumunt Inspcutur:
Shawn Shirey
Concrete Supplier:
Mile*
I cats ana C:ylinacrs Dy:
c7a5ey wagner
Plant Location:
Pacific - 203
Mix Design Number:
0442A
Placement Coeation:
Roadway Base Litt Slab 9 South Bound Logan
Ave in East Cane & Bus Pad - 2 of 3
uuncrete Usc: Headway Base Slab & Bus Pad StrenytM Speciticatiun:
40oopsi at 29 days
Slump: 4 1/2"
Air content: 5.2% Dcaiyn w/(L;+p)
0.43 Date uylinacrs Last:
5/18/16
Unit Weight: 143.9Nat
Temperature: 7z,F Actual w/(c+p)
0.42 Time Cylinders Cast:
9:00
Aggregate Source(s):
Coarse: B -3z9, Fine: B -3z9
ASTM C39: Tesi Method for Compressive Sirengih of Cylindrical Concreie Specimens
Fracture
YNR
"ge at
Tasting
(.Days)
t-a6l�wttber
Date
R'c�'civ'ci]
Date of
1 est
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psl)
Unit Load
(IDIPa)
Len th
Diameter
Diameter(x)
Area
I ypeL
Z
81:-16-e33
5/19/16
5/Zu/16
5.00i'n
4.ulin
4.01 in
1Z.631'nz
36.5zU
zwo
ZU.1
5
KC -16-284
5/19/16
5/23/16
7
KC -16-285
5/19/16
5/25/16
25
RU -16-186
5/19/16
6/15/1 ti
ZFS
KC -16-Z8/
51ly/lb
b/15/lb
KC -16-288
History of Individual Compressive Sirengxh Tesis For This Projeci and Mix ID
im o e ere, ice: vvbuO I btd. Specitications -
C1064.
meets
Material fails to meet above specifications.
Hpprovea ror t eateti anti
Distribution By Submitted By:
Materials Engineer Dake a
Form. F ield Concrete Test Report Revised: e1ZI/05
Smunnd Mvat Re�;e'nt
that Mist RCl•Cnt
Current Inaiviauai strenytH
Running Average
Individual Strength Test
Individual Strength Test
I est
of Me I Free Dost
Recent Individual
Strength Tests
Date of I eat
6/15/2016
L linnet 5trett to
rage Siren til
im o e ere, ice: vvbuO I btd. Specitications -
C1064.
meets
Material fails to meet above specifications.
Hpprovea ror t eateti anti
Distribution By Submitted By:
Materials Engineer Dake a
Form. F ield Concrete Test Report Revised: e1ZI/05
1» moimnc AC Cldtc N1-, 1Sla},. 1),
Renton, WA 980,6-419v
L9 Phone: (206) 296-7709
Concrete compression Test Report King County Fax: (206) 296-0179
000CF616 COMPFussiull TO -51 Rupur[
Prujeut: city of Renton - Logan Ave N.
Cun t,rete Placea By: HighmarR concrete
Concrete Supplier: Miles
Plant Location:
Pacific - 2us
Project Number: 1126896
Placement Inspector: Shawn Shirey
Tests and Cylinders ny: Casey Wagner
Mix Desiyn Numocr: 0442A
Placement Lucatiun: Roadway B Lift Slab 9 SouxhLogan z Lane -
ucincrete Use: HoaaWay BaSe Slab Strenyttl Specification: 4000psi at 28 days
Slump: 41/2" Air Content: 4.7% Dusiyn w/(c+p) 0.43 Date Cylinders Cast: 5/19/16
Unit Weight: 144.tpct Temperature: 73°F Autuai w/(c;+p) 0.41 1 ime Lylinders Cast: lu:l r
Ayyreyate Soorce(s): Coarse: B-3z`i, Fine: B-3zy
ASTIVI C39. Tem MeLhod for collilliXessive Strumith vf 1,viindricalv e e bpee s
Fracture
i ype
Age di
TEslirtg
(Days)
Lar) Naitiber
Date
Re�ei�en
Date of
I eat
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psi)
unit Load
(MPa)
Length
Diameter
Diameter x
Area
Type z
1
KC -16 -;esu
5/1U116
5/20/16
t.uui� t�
4.00in
4.01 in
12.60inz
36;020
2860
19.7
5
KC -16-290
5/19/16
5/z3/16
7
KC -16-291
5/19/16
5/25/16
28
KC: -16-291
5/19/16
6/15/16
28
1 KC -16-'193
5/1`.1/16
6/15/16
KC -16-294
History of Individual Compressive Sirengtth Tests Fjr This Prvicut ana Mix ID
- - - aanmuta•�aatm - - - - • - i
Material
meets
fails to meet a5ove specifications=
n:. provetl for Tested and
Ustrilluuon By: Submitted By:
Materas ngineer Date Inhiai Date
orm: Field Concrete Test Report Revised: 8/21/08
5w;Onnd Float Receitt
t-irat most Recent
Current Individual Strength
Running Average
Individual Strength Test
individual Strengtn i eat
1 eat
of the Three Most
Recent Individual
Sirengtli i eats
Date OT I eat
6/15/2016
C;yIinaGrSue�i tFi
Average Strength
- - - aanmuta•�aatm - - - - • - i
Material
meets
fails to meet a5ove specifications=
n:. provetl for Tested and
Ustrilluuon By: Submitted By:
Materas ngineer Date Inhiai Date
orm: Field Concrete Test Report Revised: 8/21/08