HomeMy WebLinkAboutKC-16-295, KC-16-301 & KC-16-307 - 2-day break - Subgrade Slabs @ West Lanes - 05-19-16155 Monroe Avenue NC, Bldg. D.
Renton, WA 98056-4199
Phone: (206)296-77W
uoncrctc ConiprG„iou Te,t Repo. [ Ring Gvunty h;�x: (sU6) 296-U 1 /9
Concrete Compression Test Report
Pruject:
city of Runton - Cogan Avc N.
Project Number: 1126896
Concrutu Plaucd By:
Highmark Concrete
Placement Inspector: Shawn Shirey
Concrete Supplier:
Miles
I ests and Cylinders by: ussCy Wagner
Plant Location:
Sumner - 202
unix Du5iyn Numner: 0442A
Plauumunt Lucation:
Roadway Base Lift Slab Q South Bound Logan Ave in Wesi Lane- 1 of 3
uunurete u5u:
Roadway Base Slab Strength Specification: 4000psi at 28 days
Slump: 514'
Air Content: 5.3% Design w/(c+p)
u.43 Date Cylinder Cast: 5/19/16
Unit Weight: 143.Fspci
I emperature: fwF Actual w/(c+p)
0.41 Time uylinders ua5t: 7:39
Ayyreyate Suurce(s):
Coarse: B-329, Fine: B-329
14.5
ASTM C39: Test Method for comoressive Strunuth ut cvlindrival Gunurutu Sucuimuns
Fracture
I ype
Age ai
Te.311ng
(Days)
CaO Mum5er
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psi)
Unit Load
(MPa)
Can tri
Oia mtar
Viameter
Area
Type 5
1
KC -16-295
5/20/16
5/20/16
8.02in
4.00in
4.00in
12.57inz
26,340
zi00
14.5
4
KC -16-296
5/20/16
5/23/16
/
Kt.: -1t3 -eV/
5/LU/16
5/26/1 ti
28
RC-16-ZJ8
5/ZU/lb
b/lb/lb
28
1 KC -16-299
5/20/16
6/16/16
KC -16-300
Histury ut Individual uumprussivu StrunmtR iCats Fur TRia Pruicut ana mix ID
RemarRs: R r S I
I t 1
Ts ad
e
ate ials E ni Dai. nival Dale
Form: F ield Concrete Test Report Rev,sotl: w2vu6
Second Most Recent
First Most Recent
Current Individual Strength
Running Average
Individual Strength Test
Individual Strength i est
I ebt
of the Three Most
Recent InOividucil
Tests
Date er I est
6/16/2016
Siren tf1
[Strength
Avlinder
erage Strength
RemarRs: R r S I
I t 1
Ts ad
e
ate ials E ni Dai. nival Dale
Form: F ield Concrete Test Report Rev,sotl: w2vu6
ASTM C39: Tesi Meihod for Comoressive 5irenaih of Cvlindrical Concrete Saecimens
Fracture
I ype
a
I Y) WmVe Avehue N1 , 13111g. 1),
Date
ReCei�eq
IM
I"Chtvn, WA JSU.16-419J
Ictal [vas
(Lbs)
unit [vad
(psi)
unit coal
(MPs)
Uoncrew Uonlpression Tcsr Rcport Kir
Fax: (206) 296.0179
Oiameter x
cunurntc CurgFeWon Test Report
I ype 5
Project:
City of Renton - Logan Ave R.
Project Lumbar: 1126896
Concrete Placed By:
Highmark concrete
Placement insput tur: Shawn Shirey
Cuncrete Supplier:
Miles
Tests and Cylinders by: Casey Wagner
Plant Location:
Pacific - 203
Mix Design Dumber: 0442A
Placement Location:
Roadway Base Citt Slab (9 South Bound Logan Ave in West Lane - 2 of 3
Uuncrete use:
Roadway Base SIa6 Strengtfi Spedticatiun: 4uuupsi at 2ts days
blump: 5
Air Cuntcnt: 5.4% uesiyn w/(t,+p)
0.43 Date Cylinders Cast: 5/19/15
Unit Wciynt: 143.6pct
Temperature: ss -F Actual w/(c+p)
u.4z Time Cylinders Cast: 9:u1
Aggregate Source(s):
Coarse: B -3z9, Fine: B -3z9
7
ASTM C39: Tesi Meihod for Comoressive 5irenaih of Cvlindrical Concrete Saecimens
Fracture
I ype
Age at
Toning
tDaya)
Lab Number
Date
ReCei�eq
Date of
I est
Cylinder Dimens;anb
Ictal [vas
(Lbs)
unit [vad
(psi)
unit coal
(MPs)
Cen th
Dicimeter
Oiameter x
Area
I ype 5
1
Ku -1 b-301
5/20/1 b
5/20/1 b
5.00in
4.00in
4.01 in
1 z.60inz
z5,3z0
2010
13.9
4
KC -lb -302
5/20/16
5/23/16
7
KC -16-303
5/20/16
5/26/16
28
KC -16-304
5/z0/16
6/16/16
25
1 K1:-16-305
5/20/ 16
6/ 16/ l b
KC -1 b-3ub
Hisiory of Individual Compressive Strength Tests For This Project and Mix ID
Remarks: R f
st d
S t
AS M 1 1 4
t gate
F orm. 101 Concrete , esi M-epon
Date,
5ecana Mast Recent 1-irst Mast mecent
Current Individual Strength Ranniny Aveiaye
Individual Strength Test Individual Strength Test
Test of the Three Most
b/1b/z01b Recent Individual
StrengtFi Tests
Date of Test
,Cylinder Stren th
Hveja a Stien gTH
Remarks: R f
st d
S t
AS M 1 1 4
t gate
F orm. 101 Concrete , esi M-epon
Date,
Ill Mthly% AvChiw INI , 1513g, U,
i -niton, wA va0i6-4Ivv
Phone: (206) 296-7709
Concrere Compression Test Report King CvOnty Fax: (206) 296-0179
CURCF610 Compression Tog! Repoli
Project: City of Renton - Logan Ave N. Prujut t Numcivr: 1126896
Concrete Placed By: Righmark Concrete Placement Inspector: Shawn Shirey
Concrete Supplier: Miles Tests and Cylinders by: Casey Wagner
Plant Location: Pacitic - 203 Mix Desiyn Dumber: 0442A
Placement Location: Roadway Base Lift Slab Q South Bound Luyan Avu in Ww�t Cane - 3 of 3
Concrete Use: Roadway Base Slab Strength Specification: 4000psi at 28 days
Slump: 5 Air Content: 5.11/0 Desiyn w/(c+p) U.43 Date Cylinders Cast: 5/1y/16
Unit Weiyht: 144.6pcf Temperature: i1°F Actual w/(c+p) u.3v I ime Cylinders Cast: 1u:1y
Agyrcyatc Suurt,c(s): Coarse: B-329, Fine: B-329
A5 I M c39: i est MetRoa for compressive 5trunutfii ut cylindrical concrete Soecimens
Fracture
Type
Age at
iesiiny
(Dayb)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
I otal Coad
(Lbs)
unit Coad
(psi)
unit Coad
(MPa)
Lcn it
OiaTotu
Marmatar �)
A,azz
Type 5
1
KC -16-307
5/20/16
5/20/16
8.03in
4.00!x
4.01 in
12.60in2
2
1880
13.0
Avera a Strength
4
KC: -15-308
bheol16
5/'23/15
/
NC- 16-3Uy
5/Zu/16
5/26/1b
28
KC -16-310
5/20/16
6/16/16
28
KC -16-311
5/20/16
6/16/16
KC: -15-312
Ri5tury ut Inaiviaual cumpFw55ivC Strunytfi i Csts Fur TRis Pruicut ana Mix ID
Remarks: f r WS d S f1 4 3
d st rf r M 1M 3 4 3 d
Initial Date
Revised: 8/21/08
Second Most Recent
First Most Recent
Current Individual Strength
Ronning Average
Indiv;doal 5tiengtM i est
Individual Strength Test
Test
of the Three Most
Recent Individual
Strenytli I @sia
Date of Test
b/Ib/2utb
,Cylinder Stren th
Avera a Strength
Remarks: f r WS d S f1 4 3
d st rf r M 1M 3 4 3 d
Initial Date
Revised: 8/21/08