HomeMy WebLinkAboutKC-16-278, KC-16-284 & KC-16-290 - 5-day break - Subgrade Slabs @ East Lanes - 05-18-1615.) Monroe Avenue NE, Bldg. 1),
Renton, WA 98056-4199
L9 Phone: (206) 296-7709
ConCtutu Compiu„;on Te,t Report Ring Gvunty 1-.,A: (2015) 296-u1 /9
Concrete compression Test Report
Prcijc,,t: City of Renton - Logan Ave N.
Concrete Placed By: Highmark Concrete
Concrete Supplier: Miles
Plant Cuuatiun:
Sumner - 202
Project Number:
1126896
Placement Inspector: Shawn Shirey
Tests and Cylinders 6y: Casey wagner
Mix Dcsiyn Number: 0442A
Plaucmcnt Lu,,ation: Roadway Base Lift Slab @ South Bound Logan Ave in East Lane -1 of 3
Concrete Use: Roadway Base Slab Strength Specification: 4000psi at 28 days
Slump: 4 l/z`- Air Content: 4.5-/o Design w/(c+p) u.43 Date Cylinders Gast: 5/18/16
Unit Weiyht: 144.5pcf Temperature: /1°F Actual W/(t;+N) 0.43 Time Cylinders Gast: 7:41
Ayyreyatc 5vurL;e(s): Coarse: B-329, Fine: B-329
Fracture
Type
Age at
Testing
(Day,)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psi)
Unit Load
(MPa)
Len to
Diameter
Dameter
Area
Type 5
2
KC -16-277
5/19/16
5/20/16
8.01 in
4.01 in
4.01 in
12.63inz
39,720
3150
21.7
1 ype2
5
KC -16-z/8
wibO6
5/L3/16
8.01 in
4.00In
4.ulin
12.60in,
bu,b4i-i
Oulu
2/.6
/
RC;--t6-2/V
5/1J/16
5/25/16
28
KC -16-280
5/19/16
6/15/16
28
KC -16-281
5/19/16
6/15/16
RC-16-z8z
Ristury ur Inaiviaual cwmpressive Strength Tests Fur Tflis Prvjcut arta Mix iu
Remarks: Reference: WSDOT Sid. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31M, C138, C143, C172, C231, and C1064.
Material
Approved for
Distriftion oy:
meets
fails tv meet
NUerials Engineer
above spedflcatiuns.
Tested and
Submitted By: CW szszv15
Data Initial Data
Form Feld Concrete Test Report Revised: 8/21/08
Second Most Recent
First Most Recent
Current Individual Strength
Running Average
Individual Strength Test
individual strength 1 est
1 e0t
of the Three Most
heaent Inaividnal
Strength Tests
Date of Test
6/15/2016
Cylinder Siren th
Average Strength
Remarks: Reference: WSDOT Sid. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31M, C138, C143, C172, C231, and C1064.
Material
Approved for
Distriftion oy:
meets
fails tv meet
NUerials Engineer
above spedflcatiuns.
Tested and
Submitted By: CW szszv15
Data Initial Data
Form Feld Concrete Test Report Revised: 8/21/08
VV) Moluae Avritae NL, 61dg. U,
rlcuttlu, WA 98UJ5-4199
L -M Pnri,r: (LUb) _q6- / /UJ
concrete compression Test Report Kii Fax: (206) 296-01 /9
concrete compression Test Report
Pruject: City of Renton - Cogan Ave N.
uu� iurutu PlacCa By: Hishmark concrete
Concrete Supplier: Miles
Project I9umDur:
1126896
Placement Inspcctur: Snawn 5nirey
Tests and Cylinders by: Casey Wagner
Plant Location: Pacific - 203 Mix Desiyn Num5er: 0442A
Placement Luuatiun: Roadway Base lift SlaB (9 Soutfii tsound Cogan Ave in East Cane & tsus Pad - 2 of 3
Lunurute Use: Roadway Basu SlaS & Bus Pad 5trt;nytM SNctoiTit;cttluii: 4uuupsi at Zai gays
Slump: 41/211 Air Content: 5.2% Design w/(cep) 0.43 Datu Cylinaers Cast: 5/18/16
Unit Weight: 143.apCT Temperature: tz"F Actual w/(c+p) u.4z Time Cylinders Cast: a:uu
Aggregate boarce(s): Coarse: n-3zu, Fine: E-3zu
ASTM C39: Test Method for Compressive Strength of Cylindrical Concrete Specimens
Fracture
rPe
Age aT
Tte5tiny
�Days�
CaD Morn5ur
Date
Received
Date or
I eSt
Cylinder Dimenoiano
I offal Coad
t[Ds)
Unit Coad
(psi)
unit load
(IGIPa)
Length
Diameter
Diameter x
Area
I ypez
Z
KC -16-z83
5hy/16
5/20/16
5.00in
4.01 in
4.0-t in
1z.63inz
36,8zu
2920
zu.1
Type 2
1 5
KC -16-284
5/19/16
5/23/16
1 8.01 in
4.00in
4.01 in
12.60in2
1 46,980
3730
25.7
7
KC -16-285
5/19/16
5/25/16
28
KC-16-zoti
5/ly/16
6/15/16
Z8
KC -16-z8/
5/1y/16
6/15/16
KC -16-288
History of Individual Compressive Strength Tests For This Project and Mix ID
arrra 5: He—Terence: vv SOO - p CI its wm„ _- _
43. — la 0-54.
Material
Approves Tor
Distribution B,:
meets
fails to meet
r ngmee
above specifications.
esTes ans
Subm tted B. -
Form. ieid Concret port Revised: o/2 oift
second Most Recent f=irst Most Recent
Current Indivi'aual Strength
Running Average
Individual Strength Test Individual Strength Test
Test
of the I Mree Most
Recent Individual
Strength Tests
Date OT I eat
6/15/2016
linder 5tren tFi
Avera a Strength
arrra 5: He—Terence: vv SOO - p CI its wm„ _- _
43. — la 0-54.
Material
Approves Tor
Distribution B,:
meets
fails to meet
r ngmee
above specifications.
esTes ans
Subm tted B. -
Form. ieid Concret port Revised: o/2 oift
155 Monroe Avenue NE, Bldg. D.
RMILOU, WA )8156-41))
ka 1,11mic: (ZU6) 'J6-77U`l
Uoncrete Uorntwession Test Rel.)ort Kir County Rtn: (3U6) L96-11 /9
cu�icrutu cumuruaalui� Test RGuurt
Pruject:
City of Renton - Logan Ave N.
Pruject Num5er: 1126896
uunurutc Plauva By:
Highmark concrete
Plauumunt InsNcutur: Sfiiewn Shirey
Conw,rcty SuNplicr:
Miles
Tvsts ana Cylin acs 6y: Casey waunwr
Plant Location:
Pacific - 203
Mix Design Dumber: 0442A
Placement Lucatiun:
Roadway Base Lift Slab (31 South Bound Logan Ave in East Lane - 3 of 3
uun(;rete use:
Roadway ease SIO Strenyth Spe(;iti(;atiun: 4uuupsi at 28 clays
Sl-ump: 41/211
Air uuntunt: 4.7% uusiyn w7(c+N)
0.43 Date cylinaurs Vast: 5/18/16
Unit Weight: 144.7pct
Temperature: 73-F Actual w/(cep)
0.4-1 Time Cylinders Cast: 10:17
Aggregate Source(s):
t;warcie: 9-3zu, Fine: 9-3zu
IV./
ASTM C39: Test Method for Compressive Strength of Cvlindrical Concreie Specimens
Fracture
I ype
Age a1
Tesliny
(Days)
Cab Dumber
Date
Reeeiveq
Date of
I est
Cylinder Dimensions
Total Load
(r -D,)
Unit Load
(psi)
Unit Load
(IDIPa)
Length
Diameter
Diameter(x)
Area
I ype Z
Z
Ri✓-16-28y
5/1 y/16
5/ZU/16
/.Yuin
4.00in
4.u1 in
1 Z.Suinz
36.UZ1
2560
IV./
Type 2
1 5
KC -16-290
5/19/16
5/23/16
1 8.03in
4.0 t in
4.01 in
1 z.63in=
1 41.1 /u
3/30
Z5.1
7
KC -16-291
5/19/16
5/25/16
z8
KC-16-z9z
5/19/16
6/15/16
28
1 KL;-16-Zy3
5/1 y/16
6//15/1(1
KC -1 o-294
History of Individual Compressive Sirengih Tests For This Projeci and Mix ID
RemarrCs: Reterence: WSDO I Std. Specitications 6-Oz.3(4) & 6-02.3(5).
1=1 - C 1064.
meets
Material fails to meet apove specifications.
A7prove0 'or i esw0 ana
Dis buton n, Submitted B,
M t.:na ngmeer D.,:e
7orm :.e,UConcrete iwt eport nevisen: tvz I ue
Sewna 171s1 rce;.ent
First Moot Recent
Current maiviaaal StrenyiM
Running Average
Individual Strength Test
Individual Strength Test
Test
of Me I Firse Moot
Recent Individual
Strength Tests
Date of I est
6/15/2016
,Cylinder Strength
Avera a Stren to
RemarrCs: Reterence: WSDO I Std. Specitications 6-Oz.3(4) & 6-02.3(5).
1=1 - C 1064.
meets
Material fails to meet apove specifications.
A7prove0 'or i esw0 ana
Dis buton n, Submitted B,
M t.:na ngmeer D.,:e
7orm :.e,UConcrete iwt eport nevisen: tvz I ue