HomeMy WebLinkAboutKC-16-279, KC-16-285 & KC-16-291 - 7-day break Subgrade Slab @ East Lanes - 5-18-16L9 155 Monroe Avenue Nh, 131dp, 1),
Retdott_ WA 98U.)6-4199
1,lin, tt,: (sub) 296- /lug
Concrete Compression Test Repor[ King County F.,,,: (.!05).!q6 -0I /9
cunurute cumureaSiun TeSt Ruuurt
Project:
Cizy of Renzon - Logan Ave N.
Project Dumber:
1126896
Concrete Placed By:
Higfimark concrete
Placement lnspectur:
Shawn Snirey
Cuncrete Supplier:
Mile*
i ests ana Cylinaers 'ny:
caswy wagerer
Plant Location:
Sumner - zOz
Mix Design Dumber:
0442A
Placement Location:
Roadway Base Lift Slab a South Bound Cogan Ave in East Cane -1 of 3
Concrete Use:
Roadway Base Slab Strenyth SNecitication: 4000Nsi
at 28 days
Slump: 41/2,,
Air Content: 4.8% Design w/(c+p)
0.43 Date Cylinders Cast:
5/18/16
Unit Weight: 144.5pUT
Temperature: r1'F Actual w/(c+p)
u.43 Time Cylinders Cast:
r:41
Ayyreyate Suurce(s):
Coarse: B-3zy, Fine: B-3zy
4.00in
4.01 in
12.60inz
1 50,540
4010
ASTM C39: Test Method for Compressive Strength of Cvlindrical Concrete Sl3ecimens
Fracture
I ype
Hye 11
Tasting
(Days)
Cet5 Mam6er
Date
Receive'a
Date of
I est
C yiinder Dimensions
I Owl [U-0
(Lbs)
unit Caaa
(psi)
Unit CVaa
(MPa)
Cott th
Diamatar
Diamatur,,
Aea
Type 5
z
KC -1 n -z / /
5h %ph io
5/zu/l n
8.0 I in
4.01 in
4.01 in
1 z.n3W
39,120
3150
21.1
Type 2
1 5
KC -16-278
5/19/16
5/23/16
1 8.01 in
4.00in
4.01 in
12.60inz
1 50,540
4010
27.6
Type 2
7
KC -16-279
5/19/16
5/25/16
8.O0in
4.00in
I 4.02itt
11.63in4
53.540
424U
19.1
z8
KC:-lti-zou
5/IV/lb
5/15/1 ti
z8
I KC -16-z81
5/1 a/l n
6/ 15/16
KC -16-282
History of Individual Compressive Strength Tests For This Project and Mix ID
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Material
HpproveO for
Dislribut!on By,
meets
fails to meet above specifications.
M . ,r 1, ngneer
D,:.0
--esteO anO
aunminea BY: Cw 5rz5rzots
Initial Date
Form: Field Concrete'e n RF-porl Revised: 8/2,/08
Secon'a Plost Recent
First Most Recent
Current Individual Strength
Runniny Aver -aye
Individual Strength Test
Individual Strength Test
Test
of the Three Most
Recent Individual
Strength I ests
Uate GT I eat
ti/15/zul b
linger Siren tR
ri✓
Avera a Stren th
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Material
HpproveO for
Dislribut!on By,
meets
fails to meet above specifications.
M . ,r 1, ngneer
D,:.0
--esteO anO
aunminea BY: Cw 5rz5rzots
Initial Date
Form: Field Concrete'e n RF-porl Revised: 8/2,/08
15-) moaroo Avenin NE, Bldg. D.
Renton, WA 98056-4199
LIM Phone: (206)'96-7709
Concrete Con,pressio„ Test Report KinyGvunty F.,x: (206) 296 -ung
Concrete Compression Test Repoli
Prujcct: t;ity of Renton - Logan Aver N.
t;uriurete Placed By: Highmark Concrete
Concrete Supplier: Miles
Project Number:
1126896
Placement Inspector: Shawn Shirey
1 ests and r;ylinders 5y: Casey wagner
Plant Lucatiun: Pacitic - 203 Mix Dv5iyn Num5vr: 0442A
Placement Lucation: Ruaaway Base Cin Slan cw South Bound Logan Ave in East Lane & Bus Pad - 2 of 3
Concrete Use: Roadway Base Slab & Bus Pad Strength Specification: 4000psi at 28 days
Slump: 4 I/z" Air Guntent: 5.2% Desiyn w/(C+p) 0.43 Date Lylii �ders Last: 5/18/16
Unit weiyHt: 143.9pcf Temperature: 72°F Actual w/(k,+p) 0.42 Time Cylinders Cast: 9:00
Ayyreyate Suur,,c(s): Coarse: B -3z9, Fine: B -3z9
AS inn c39: Test nnCtnva Thr c6rirnr�ssive Strength of Cvlindrical Concrete Snecimens
Fracture
Type
Age at
Testing
(Ddyb)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(F -5o)
Unit Load
(psi)
Unit Load
(nn Pa)
Length
Diameter
Diameter(x)
Area
Type 2
2
KC -16-283
5/19/16
5/zO/16
S.uuin
4.uiin
4.01 in
iz.ti3inz
3ti,8zu
zyzu
zu.I
I Vpez
5
fig-1ti-284
5/1 V/1 ti
5/23/16
8.u1in
4.00in
4.01 in
tz.nuinz
wn,980
3730
25.t
Type z
i
KC- i n -z85
5/1 a/ i n
5/25/16
8.00ini
4.01 in
4.01 in
12.63in2
48,850
3870
26.7
28
KC -16-286
5/19/16
6/15/16
28
1 KC -16-287
5/19/6
6/15/1ti
RC- i ti -288
Ri5tury wT Inaividual Compressive Sirengih Tesis For This Project and Mix ID
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C1437 C172, C231, and C1064.
meets
Material
fails to meet
above specifications.
Approved for Tested and
Dismbuuon By: Submitted By: Cwa cuts
mann I. ngineer vas Initia 'Daae
F orm- i-iald Concrete Test Report Revises: ale 1/0e
Second Most Recent
First Most Recent
Current Individual StrenytR Running Average
InaiviaOal SirenvtM I eat
indlviauai Jirengtii I est
I est OT Me I Rrse Float
6/15/2016 Recent Individual
Strength Tests
Date of Test
,Cylinder Stren th
Average Stren gth
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C1437 C172, C231, and C1064.
meets
Material
fails to meet
above specifications.
Approved for Tested and
Dismbuuon By: Submitted By: Cwa cuts
mann I. ngineer vas Initia 'Daae
F orm- i-iald Concrete Test Report Revises: ale 1/0e
a I.).) Mainoe Aveliw NE, 131db. D-
9
Rchtuii, WA 98W15-4199
I' mix: (tub) 2Js- / /UJ
Loncrete uonlpression Test Report Ki�>,yCounty r.t.: Gm) 2!)6-ut /v
Project: city of Rentun - Eugan Ave N.
uunurutG Plauva By: HignmarR Gunurete
Concrete Supplier: Miles
Plant Location:
Pacific - 203
Project Dumber:
1126896
Placement Inspectur: Shawn Shirey
Tests and Cylindcrs by: Cazowy Waunwr
Mix Design Dumber: 0442A
Placement Luuatiun: Ruadway Base Litt SIO (9 5uuth Bound Cogan Ave in East Cane - 3 of 3
Concrete Use: Roadway Base Slab Strenyth Specification: 4000Nsi at 28 days
Slump: 4 1/2tt Air Content: 4.1°r Design w/(c+p) 0.43 Date Cylinders Cast: 5/18/16
Unit Weiyht: 144./pcf I emperature: /3-F Actual w/(c+p) 0.41 1 ime Cylinders Cast: 10:1 ir
Agyreyate Suurcu(s): Coarse: B-329, Fine: B-329
ASTM c39: Test Method for compressive Strength of cylindrical concrete Specimens
Fracture
Type
Age al
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
I otai [oaa
(Lbs)
unit Evaa
(psi)
unit [Gad
(MPa)
Len 111
OialllOtUr
0iaMGt6r
Area
Type 2
2
KC -16-289
5/19/16
5/20/16
7.99in
4.00in
4.01 in
12.60in2
36,020
2860
19.7
Type 2
5
KC -16-290
5/19/16
5/23/16
8.03in
4.01 in
4.01 in
12.63inz
477170
3730
25.7
I ype 3
/
KU-1ti-zV1
5/71y/115
5/25/1b
8.02in
4.uuin
4.02in
1Z.b3in,
4y_/5l1
3wria
2/.2
2a
KC -1 b-zaz
5h a/1 b
b/ 15/1 b
28
1 KC -16-293
5/19/16
6/15/16
KC -16-294
Histury ut Individual cumpressive Strengtn 1 ests Fur Tnis Project and Mix ID
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-u2.3(5).
Field tests performed using ASTM C31/C31M, C138, C143, Cl /2, C231, and C1ub4.
Material
meets
fails to meet above specifications=
Approved for Tested and
DistriOuuon Qy: suominetl BY: Cw wbowls
Materials Engineer Date Initial Date
Form: Fi old Concrete Test Report Revised: 8/21/08
Second Most Recent
First Most Recent
Current Individual Strength
Hanning Average
Individual Strength Test
Individual Strength Test
Test
of the Three Most
Recent Individual
Strength 1 e�t�
Date of Test
b/15/zulb
,Cylinder Stren th
Avera a Strength
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-u2.3(5).
Field tests performed using ASTM C31/C31M, C138, C143, Cl /2, C231, and C1ub4.
Material
meets
fails to meet above specifications=
Approved for Tested and
DistriOuuon Qy: suominetl BY: Cw wbowls
Materials Engineer Date Initial Date
Form: Fi old Concrete Test Report Revised: 8/21/08