HomeMy WebLinkAboutKC-16-297, KC-16-303, KC-16-309 - 8 day break -Subgrade Slabs @ West Lanes - Field Report 05-19-16I')') MMrC AvCuuc NL. Bigg. U,
KCI.tih, WA 98UJ6-4199
LIM Yim"C: (LUb) L96-/ /199
Conc,c[C Compieaa;on Teat RCpo, t King County Fax: (206) 296-0179
Cenereie CemlareSSlea Twit Repoli
Prujuut: city ut Rcntun - Luydn Ave N.
Concrete Placed By: Highmark Concrete
Concrete Supplier: Miles
Plant Luuatiun:
Sumner - 202
Prujt:ut I9um6er:
1126896
Placement Inspcutur: Shawn Shirey
Tests and Cylinders by: Casey Wagner
Mix Desiyn Number: 0442A
Placement Luuatiun: Rueaway Bloc Lift 5146 (w 5uutn Bound Logan Ave in west Lane- 1 of 3
Concrete Use: Roadway Base Slab Strcnyyth Spvcifivatiun: 4uuup5i at 28 aays
Slump: 51/4', Air Content: 5.3% Design w/(c+p) u.43 Date Cylinders Cast: 5/19/16
Unit Weiynt: izimpcf Temperature: to -F Actual w/(c+p) u.41 Time Cylinders Cast: 1:39
Ayyruyatu Suurue(sy Coarse: B-329, Fine: B-329
ASTM WEI: Test Method for compressive Strength of Cylindrical concrete Specimens
rraciure
T e
yP
Age at
Testing
(Days)
Lab Numo
Date
Received
Date or
Test
C Gr,aar Dimenoion5
Y —
I Dial C-vaa
(er
Lbs)
Ur11t C'vaq
(psi)
Dnit LOaCI
(�IPa)
Len to
uiameter
Diamoto. A
Area
Type 5
1
KC -16-295
5/20/16
5/20/16
8.02in
4.00in
4.00in
12.5/in2
26,340
2100
14.5
Type 2
4
KC -16-296
5/20/16
5/23/16
8.00in
4.00in
4.01 in
12.60in2
44,420
3530
24.3
I ype z
8
KC -16 -Zai
5/20/16
5/21/16
8.u0in
4.00in
4.01in
1z.601n,
53.190
4z7u
29.4
Z8
KC- 16-za8
5/ZU/16
6/16/16
28
KC -16-299
5/20/16
6/16/16
KC -16-300
History of Individual compressive Strength Tests For This Projevt and Mix ID
Remarks: Reference: wSDO i Sia. Specifications 6-uz.3(4) a. 6-uz.3(5).
FieO tests performed using ASTM C31/C31m, C138, C143, C1 /z, Cz31, ant] C1064.
Material
meets
fails to meet above specifications.
Approved for Tested and
l5wriOtIlion By. sul!lmiaetl By
Mater t l Engineer «'a, it
norm: Field Concrete Test Report Revised: o/2.%ua
Second Most Recent
First Most Recent
Current Individual Strength
Ranniny Averaye
Individual Strength Test
Individual Strength Test
Test
of the Three Most
Recent Individual
StrengtR Tests
Date of I est
6/16/201 ti
C finder Siren th
Avera a Stren gth
Remarks: Reference: wSDO i Sia. Specifications 6-uz.3(4) a. 6-uz.3(5).
FieO tests performed using ASTM C31/C31m, C138, C143, C1 /z, Cz31, ant] C1064.
Material
meets
fails to meet above specifications.
Approved for Tested and
l5wriOtIlion By. sul!lmiaetl By
Mater t l Engineer «'a, it
norm: Field Concrete Test Report Revised: o/2.%ua
LIM
IJJ Mumac Avenae NL, Ii10g. I9,
KGIItVII, WA `9ZSU15-41`9`9
1'ttuue: (SU5)S95-//U9
COMM[e Cairrpie„iC,n Tc,,[ Repoil KingCouniy F:Ix:206
( ) 296-u /J
Concrete Compression Test Report
Pruject: city ut Rentun - Cogan Ave 19.
Concrete Placed By: Highmark Concrete
Concrete supplier: Miles
Plant location:
Pacific - 203
Prujuut I9um6er:
1126896
Piavemcnt inspuutur: Shawn Shirey
Tests and Cylinders by: Casey Wagner
Plix Design Num5er: 0442A
Piauement location: Roadway Base Citt SIa6 rm South Bound Logan Ave in west Cane - 2 of 3
Concrete Usu: Roadway Base Slab Strunyth 5peuitivatiun: 4uuuNsi at 2S aays
Slump: 5 Air Content: 5.4°r Design w/(cep) 0.43 Date Cylinders Cast: 5/19/16
unit Weiynt: 143.6pcf I emperature: 68-F Actaal w/(c+p) u.4z Time Cylinders Cast: a:u1
Agyreyate Suaruu(sy Coarse: B-329, Fine: B-329
ASTIVI WEI: Test Method for Compressive Strength of Cylindrical Concrete Specimens
rracture
Type
YP
Aye at
Testing
(Days)
Lab Numoer
Date
Received
Date �,r
Test
Y iinaer Di...unziiono
I otal Cosa
([os)
unit Coag
(psi)
Unit Coad
(I�Pa)
I_an to
uiameter
uiamete,.
Area
Type 5
1
KC -16-301
5/20/16
5/20/16
8.00in
4.00in
4.01in
1z.nuinz
Z5,szu
Zu1u
13.tf
Type 2
4
KC -16-302
5/20/16
5/23/16
8.00in
4.00in
4.00in
12.57in2
42,000
3340
23.0
I ype 2
8
KU -16-303
5/20/16
5/2i/16
8.Ozinj
4.00in
4.016,
12.60inv
52;110
4140
28.5
Z8
KC- l 6-304
5/Z0/1 b
6/16/16
28
1 KC -16-305
5/20/16
6/16/16
KC -16-306
History of Individual Compressive Strength Tests For This Project and Mix ID
Remarks. 1 Sia. Specifications 6 .3(4)b)- . ( ).
Field tests performed using AS I M C31/C311M, 0138- C143. C1 /2. Ci'Z31- and Club -4.
meets
Material fails to meet above specifications.
Approved for Tested anu
Dosuilluuon 9y sullminetl ey: C;w EW2712016
Materials Engineer Date Initial Dale
Form: Field Concrete Test Report Revised: arz i/u-a
Second Most Recent
First Most Recent
Current Individual Strength
Individual Strength Test
Individual Strength Test
Test
I tanning A verage
of the 1 he rage
Most
Recent Individual
Strength Tests
Date of Test
6/16/2016
,Cylinder Stren th
Avera a Strength
Remarks. 1 Sia. Specifications 6 .3(4)b)- . ( ).
Field tests performed using AS I M C31/C311M, 0138- C143. C1 /2. Ci'Z31- and Club -4.
meets
Material fails to meet above specifications.
Approved for Tested anu
Dosuilluuon 9y sullminetl ey: C;w EW2712016
Materials Engineer Date Initial Dale
Form: Field Concrete Test Report Revised: arz i/u-a
ISS Monroe Avenue NE, Bldg. D,
itenroii, wA 98056-4199
L9 Pltvtte: (206)2g6 -//0q
Concrete Compression Test Report Kir y County (206) 296-0179
Prujcut: city of Renton - Logan Ave N.
Cern-,rcte Pla-,ed By: Highmark LUnlirete
Concrete Supplier: Miles
Plant Lucatiun:
Pacific - 203
Project Dumber:
Plauement Inspeutur:
1126896
shown Shirev
I gists ana c;ylinacrs 5y: cdaey warner
Mix Design Number: 0442A
Plaucmcnt Luuatiun: Roadway Base Lift SIO (9 South Bound Logan Ave in West Lane - 3 of 3
Cuneru-te use: Ruaaway Base SiaB StrenytM Speuitivatiun: 4000psi at 28 days
Slump: 5 Air Cuntent: 5.1% 06siyn wf(u+N) 0.43 Date uylinacrs Uast: 5/19/10
Unit Weight: Temperature: 71-F Actual w/(cep) 0.39 Time CylindCrs Cast: 10:19
Ayyreyate 5uurue(s): Coarse: 6-3za, Fine: n-3za
til[VIIRSb; [=TY19[-11At•I•cTor Com Isires yVL=iti71[aYI•UuI•]OU111[ali[•Y11yS4nL•ii=1(= S "
Framom
YP
Type
Age at
Tasting
�Days1
[ab IGamSer
Date
Received
Date or
I est
Cylinder Dimensions
Total Load
([bs)
Unit Load
(psi)
Unit Load
(MPs)
Len th
Diameter
Diameter(x)
Area
Type 5
1
KC-lq-30/
5/zu/16
5/2U/16
8.03in
4.UUin
4.Ulin
12.60inz
23./90
1sau
13.0
Tvpe 2
4
KC -16-308
5/20/16
5/23/16
8.02in
4.00in
4.00in
1 z.57in-
4z,44u
333U
23.3
Type `
8
KC -16-309
5/20/16
5/27/16
8.00in
4.00in
4.01 in
12.60in2
51,980
4130
28.5
8
RC: -16-310
5/LU/16
6/16/16
28
KC -16-311
5/zU/16
6/16/16
KC -16-312
History of Individual Compressive Strength Tests For This Projeci and Mix ID
rercnCe: w5lou I bta. pcCITlcatlDna lb -W.3(4) & 6-U2.3(5).
Fiera tests performed Oaing A51191 U31/i7311Vl_ 0135- U143, Ui /2: 0231; and C1064.
Material
meets
fails to meet above specifications.
Approved or i esteti anti
Distritiudon By: Submitted By:
Materials ErTineer Date
Form: Field Concrete Test Report Reviseti: situ/Os
Secona Most Recent First Plost Resent
Garrent inaivi8aai 5tranytR Running Average
Individual Strength Test Individual Strength Test
I est or Me TRree Most
6/16/2016 Recent indivianal
Strength Tests
Date ut 1 est
i✓ iinaer 5tren tR
Average Strength
rercnCe: w5lou I bta. pcCITlcatlDna lb -W.3(4) & 6-U2.3(5).
Fiera tests performed Oaing A51191 U31/i7311Vl_ 0135- U143, Ui /2: 0231; and C1064.
Material
meets
fails to meet above specifications.
Approved or i esteti anti
Distritiudon By: Submitted By:
Materials ErTineer Date
Form: Field Concrete Test Report Reviseti: situ/Os