HomeMy WebLinkAboutKC-16-243 to 246 - SG 6, 8, 11 and P3, P6, P8 - Field Report - 05-04-16King County 155 Monroe Avenue Nli, bldg, I),
a9,
licnlon. WA 112111(-a1%'/
IJCIr:libnCnl ifl��I�iC(IrilrUilalilnl HLu,.c: (206) z96-7701)
Magi �.fl; L.1Lvi atirf y King County I aa: (.M6) 296-0179
Concrete Field Test Repon
Project: City of Renion - Logan Ave N.
Concrete Placed By: Amaya Electric
Concrete Supplier: WhIes
Plant Location:
Placement Location:
Concrete Use:
ASTM C1064
Standard Test Meihotf For Temperature
of Fruahly MI A Portlam' Ceh,ent
Concrete
Temperature: 72°F
Specification: 55°F - 90T
Rel: WSDOT Std. Spam o-'uc,a •+ D
FIRvvFi Aaaed'Y
y
Pruvject Muff 1ber:
1126896
Placement Inspector: Shawn Shirey
Tests and Cylinders by: Casey Wagner
Sumner - 202 Mix Design Number: u443zF
Light Pole Shafts P3 Base, P6 + P8 Top, Signal Poles 6, 8, & 11
Pole Bases Strength Specification: 4000psi at za days
ASTM C231
siantlim 1 est Method for Air Content
of Freshly M,Aad Cutcrete by Pressure
Method
Exposed! n
Air Content: 1.6%
Specification: n/a
Rel: WSDOT Sid. Spec= 6-0z.3(z)A
Concrete Conformance to Mix Design (WSDOT Std. Specs 6-uz.3(5)C, 6-uz.3(5)F)
ASTM C143
Toot Method
for Si.mp of Hy ram is Cement
Concrou
Slump:
1.15"
Type?
10 1734 35 -35
Placement:
o
Specification:
9" titan.
Rel:WSDOT Std Spec, 6-02,3(4)C
ASTM C231
siantlim 1 est Method for Air Content
of Freshly M,Aad Cutcrete by Pressure
Method
Exposed! n
Air Content: 1.6%
Specification: n/a
Rel: WSDOT Sid. Spec= 6-0z.3(z)A
Concrete Conformance to Mix Design (WSDOT Std. Specs 6-uz.3(5)C, 6-uz.3(5)F)
Component wet Mass
(I DleranCe) (Ib7yd3)
Mol.ture
Gzi
ass o Di -y Mass MllowaQle
waterntant lb/v& (Ib7yd3) Range (Ib/yds)
Design Mlass
(lb/yd)
C.A. 2% -2% 1744
0.61/0
10 1734 35 -35
1150
F.A. Z% -Z% 1413
5.0%
67 1346 27 -27
136u
Cem. 5% -j% 1 566
u.u%
u 56t) 25 -b
56U
Slay 5% -50 1 uz
U.u%
0 102 5 -5
100
S. 02' 1u% -1u>
FI}v 15!
----------
157 ---------- I ----------
z9u
water Added to l rack un Site
30 al.
VDlame of Concrete in I racK
gds
Mass of Water adoeo on Site (ID/ya;) Z8
ACTuai vvater/(Gement+Po«)
0,39
I utal Mass of water (Ib/yds)
Zb3
Design Water/(Cement+Pozz)
0.44
Rema, Rs: One IDaa was delivered for oFiatt. I He m x was tested, approved, and used
to ca ,i concrete cyi:nSerS for strength veritication Set: a5ove Inform.3tion TDF resaits Of
of is, te testi rig
X meets
Material
above specifications.
T v et
T pprovm for —
D. moon By,
c;;a� �ny.neei tie
1osial inti
sallmitlea By Cw 51112016
Initial Date
ASTM C138: un t Weight, Yield and Air Commnt
01 Canorele
(A)Plass of
45.22lbs
M'ca3Qi ei-livitlCrctC
1.50 Hours
(6)%55 of Measure
7.86155
(C)Volume of Measure
0.2490ft3
Unit vveight of
150.Opcf
UDnarete ((A-e)/c):
Time Allowed for
Placement
T me. Water Acded to Cement
11:22
5 ecifivadun
1.50 Hours
Ro 'd Discharge uum Iution Time
12:5z
Actual Time Discharge Gufifp'eie
i Z:43
ASTM C31: Standard Practice fur Making and Caring
Concrete Test Specimens in the Reld
Date Gylsndero Gast 5/4115
T'me Cylinders Cast 1z:z1
I9umber of Cy' nders Cast 4
Speu:men Markings
Lab Numbers of uylmders
KC -16-243 to KC -16-246
Test Ayes of uylinder'
7a, z z86, Rola
Aggregate Sources :
Coarse: B 329
Fine: IB -329
Satt-A I Ke: Nam6er. 50692
corm° :e0 Concrete f est ^epDR Rovlsed 6/21/08
>ELIVEFtY TICKET
� IV m
�
ML
SAND & GRAVtL COMPANY
i
400 VALLEY AVE NE, NUYALLUt�, vvA 98372-2516
.......MilesaandanaGirevel.00m
SALESIOFFICE
(253)
833-3705 COnCRETE ORDERS SAND & GRAVEL ORDERS
(253) 922-0327 tzoa) oaa-3700 (253) 536.9100 SHELTON OLYMPIA
fa,. (253) 833-3746 f2a31 azz-5 115 (253) 843-1787 Is80) 426-3344 (360) 491-7777
ft
CUSTOMER NO.
ORDER Rv I
CUSTOMER P.O.OR jOB IGv. PLANT NO.
DECIvERT 1 wRET 11,10,
ORDERED
Cr DCVRO
AO.
SLUMP
o, Water
PLANT TIME OUT JR. I1RIt IA
aOB TIME'OUT
PLANT TIME IN
I.%
gC0h3
f''-�
NEtIffoy wstomem
fs.
I
R uesi
�
ISTOMER RAIOIE
S!'tWAL Ins 1 m0Q-n01V3
c
.KAYA Ft ECTRIC
b5b ' : I
WAuDRE5b
UTY UNITS
PnOD. CODE,
DESCRIPTION
UNIT PRICE
AMOUNT
DC
)11430.
0441,
C.Y
SCI a
R IVIR[IRM I-111410
X711 I i7
�eai!
� IJ<T'[' I tC, tf4Rr� WAVY fi f -M
41vtR Aft.
TERMS: NET 30 DAYS. INTEREs1 Al i ME MImAiMIUM ALLOWABLE RATE WILL BE SUM 1 OTAL
r
CHARGED,OM FAs 1 athEAuCOUNTS. IF COLLECTION BECORIEs AecL's-
4X!GOOE.
SAnr F3rn50nrHBCE ATTORNEYS FEES WILL BE ASz)EssEV.
RELEASE - GU51 vIJIEn REEERSES &. AGREES TO HOLD HARMLESa 1 RE MIXES CO.
FOR AMY DAIWAuE' 10 RIS REAL OR PERSONAL PROPER r CA05 0 oT DELIVERY OF
f1lvcR.
mmi ERIACs fSSTED ABOVE.
5ACES TAX
,11.16ENT, JACOB
GACLOns Or vv#%TER ADDED BY CUSTOMER'S KEQOEsi
SIGNATURE
TOTAL AMOUNT
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1n'.
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