HomeMy WebLinkAboutKC-16-296, KC-16-302 & KC-16-308 - 4-day break - Subgrade Slabs @ West Lanes - 05-19-16I lJ WhiM Av2,uu0 NI", rilZig. U,
Renton, WA 980-W4199
L9 Pllone: (206) 296-7709
Concrete Compression Test Report King Gounty Fax: (206):!96-0179
Concrete compression Test Report
Project:
City of Renton - Logan Ave
N. Prvjcc;t Num5ur: 1126896
Concrete Placed By:
Highmark Concrete Placement Inspector: Shawn Shirey
Cunurete Supplier:
Miles
Tests and Cylinders by: Casey Wagner
Plant Lvuatiun:
Sumner - 202
Mix Dusiyn Nam5ur. 0442A
Placement Location:
Roadway Base Lift Slab Q South Bound Loyan Ave in West Lafile- 1 vt 3
Concrete Use:
Roadway Base Slab
Strength Specification: 4000psi at 28 days
Slump: 51r"
Air Cuntent: 5.3%
Design w/(c+p) 00.43 Date Cylinders Cast: 5/19/16
Unit Wuiyht: 143.8pcf
I cmpurature: 70°F
Actual w/(c+p) 0.41 Time Cylinders Cast: 1:3tl
Agyruyatu Svcirc;c(s):
Coarse: B-329. Fine: B-329
14.5
I ype2
4
A5 t 101 W9: t Est mCtFiva tur comoressive Strenath ut cvlinarival concrete 5oer-imens
Fracture
Type
Ag` at
Iesring
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
unit Coad
(psi)
unit Coad
(MPa)
Lan th
D;ametur
Diamata,.
A, OM
Type 5
1
KC -16-295
5/20/16
5/20/16
8.02in
4.00in
4.00in
12.57inz
26,340
2100
14.5
I ype2
4
Rt.: -16-2V6
wz0/16
5/23/16
8.00in
4.01,
4.01 in
1z.60inz
44,420
3530
24.3
KC-16-zu/
5/20/16
5/26/16
28
KC -16-298
5/20/16
6/16/16
28
KC -16-299
5/20/16
6/16/16
KC: -16-300
Ri5tvry vt Inaiviaual compressive Strenytfii t eats Fur t M5 Pruieut ana Mix ID
Second Most Recent
First Most Recent
Current Individual Strength
Planning Average
Individual StrengtH I est
Individual Strength Test
Test
of the Three Most
Recent Individual
etrenytn I emt
Date of Test
6/16/zo16
,Cylinder Stren th
Avera a Strength
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C112, C231, and C 1064.
Material
Meets
falls tv meet above spvvlficativns_
Approved 'or Tested and
DiAnbut on By. Submitted By. Cry YzjreuI
Materials Engineer care Inks -I Date
i orm field Concrete Test Report Revised: 8/21/08
IJJ Mbnibc Avcituc N6, lilgb. U,
Kcidvu, WA 980io-41`J`J
L-9 Yl""'V: (lob) 295-1 /u9
Concrete Compression TeSL Report Kir County Fax: (206) 296-0179
Conactd comprcsAin Test Rcpon
Project: City of Renton - Cogan Ave N.
Concrete Placed By: HighmarK uunurete
Cunurutu Supplier: milws
Plant LuGatiun:
Pacific - 203
Project DDmnr:
1126896
Plauumunt Inz.,pectur: Snawn Shirey
Tests and Cylinders by: Casey Wagner
Mix Design Dumber: 0442A
Placement Location: Roadway Base Lift Slab (I South Bound Cogan Ave in west Lane - 2 ut 3
Concrete Use: Roadway Base Slap StrungtH Spuuitivatlull: 4uuupsi at zis days
blump: a Air Cuntent: 5.4% Dc�iyn w7(c+p) 0.43 Date Cylinders Cast: 5/19/16
unit wciyFit: 143.6pcf I cmpurature: 68°F Actual w/(cTp) u.4z Time Cylinders Cast: 9:u1
Aggregate Source(s): tmarua: B -3z9, Fire: B -3z9
ASTM C;j9: Twst Method for Compressive Strength of Cylindrical Concrete Specimens
Fracture
Type
Ag` at
Testing
(Days)
Lab Number
Date
Received
Date of
I eat
Cylinder Dime, isiotis
fatal Eaiad-
(CBs)
unit loaO
(psi)
Onit Cvad
(MPa)
Len tFi
Diameter
Diameter x
Area
Type 5
1
KC -16-301
5/20/16
5/z0/16
8.0uin
4.uuin
4.01in
1L.60iW
25,320
2010
13.v
I ype z
4
KC -16-30z
5/zu/1 n
5/z3/16
8.00in
4.00in
4.00in
12.57in2
42,000
3340
23.0
i
KC -16-303
5/20/16
5/26/16
28
KC -16-304
5/20/16
6/16/16
"z8
KC.: -16-305
5/20/16
6/16/16
RC -16-306
History of Individual Compressive Strength Tests For This Project and Mix ID
Seecnd Matt Recent Hrat moat Recent
C;mtent In(liviaual 5trengtil
Ranniny Averaye
In'aivi'aual Strengtn I est Individual Strength Test
Test
of the Tnree Most
Recent Individual
Strength Tests
Date of Test
6/16/zul ti
,Cylinder Stren th
Avera a 5tten tPt
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-Oz.3(5).
Field tests performed using ASTM C31/C31M, C138; C143; C1 tz, Cz31, and C1064.
Material
meets
fails to meet above specifications.
Approved for i esieti anti
Distribution By Submitted By: Cw st2312096
materials Engineer Date Initial Date
Form: Fele Foncrew i est Repon Revised: a/c./Oft
a 111 IDlinuOC AVCunG NL", 130g. U,
KC,AOii. WA v8uJ5-4ivv
-M r'none: (206)296-/709
Concrete Compression Test Report King County Fax: (206) 296-0179
Concrete Compression Test Repen
Prujeut: City ut Rentun - Logan Ave Ia.
Cun cretc rlac;ud By: Hiuhmark Concrete
Concrete Supplier: Miles
Nlant Lucatiun:
Pacific - 203
Prujtiut Num5er:
1126896
Placement Inspector: Shawn Shirey
Tests and Cylinders by: Casey Wagner
Mix Design Number: 0442A
Plauement Luuatiun: Roadway Base Citt Slab 9 SvutFi Bvuna Lvyan Ave in West Lane - 3 of 3
Cunurtitti uzsc: Roadway Base Slab Strui-igth Specification: 40uupsi at 28 days
Slump: 5 Air Content: 5.1% Design w/(c+p) 0.43 Date Cylinders Cast: 5/19/16
Unit Weight: 144.6pCT Temperature: n -F Actual w/(c+p) 0.39 -1 ime Cylinders Cast: 1u:19
Aggregate buurue(s): Coarse: B-329, Fine: B-329
ASTM C39: Test Method for Cum ressive Strength of Cylindrical Concrete Specimens
Fracture
T e
Yp
Age at
T"tiny
CaD MOMOer
Date
Received
❑ate C;T
Test
C:ylind'cr DinrerlsionS
I oral CoaO
Lbs
( )
Unit CoaO
(psi)
Unit Coad
(MPa)
Diameter
uiameter,�
Aroa
Type 5
1
KC -16-30/
5/20/ 16
5/20/16
8.03in
4.00in
4.01 in
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
12.57inz
42;440
3380
23.3
KC -16-309
5/zu/16
b/26/16
eu
KC -16-310
5/20/16
6/1 b/1 b
28
1 KC -16-311
5/20/16
6/16/16
KC -16-312
History of Individual Compressive Strength Tests For This Project and Mix ID
Second Most Recent
First Most Recent
Current Individual Strength
ROnnlny Av'crtiy'c
Individual Strength Test
Individual Strength Test
Test
of the Three Most
Recent Individual
5t2r iytCl I t?sts
Dale C;T I cst
6/l6/zU16
LC linder Stran in
Average Strength
memarKS:c c cnk U: 1T - 6-uz.3(5).
Tad -cams Ne'unned u :—W ..S; M - _ C;1313- - n_ ..
231. and 1064.
meets
Material fails to meet above specifications.
npprove0 for Tested and
Disrnmkon By suominen VY:
Materials Engineer Dr to
Form: Field Concrete Test Report Revised: 8/21/08