HomeMy WebLinkAboutKC-16-342 to KC-16-345 Sidewalk Field Report 06-02-16King County 155 Monroe Atenae NL. Ifldg, 1).
rtrttttctd of Traits sortation Renton. WA �R05641 J9
uc
I I K117 Cvunt (hone: (_06) _9E-7709
L4
IVl.dci gals Labvi.dvi y 9 i Pax. (i06) s96-0179
Concrete Meld Test leper!
Project: City of Renion - Logan Ave IQ, rroject Mom6er: i i 26896
Concrete Placed By: Highmark Concrete Placement Inspector: Shawn Shirey
Concrete Supplier: Miles Tests and Cylinders by: Maser Brown
Plant Location: Pacific - 203 Mix Design Number- u44zA
Placement Location- Sidewalk
Concrete Use: Sidewalk Strength Specification: 4000psi at 28 days
ASTI01 C1064
Standaru i est ivietnou for t emperature
of Freshly Mixed Portland Cement
Concrete
Temperature:
70 F
SNeclticatlon:
55`F - 90°F
of -W:--.DOT Stu. S Ni s -o-o4 a v D
RRvvR AddeO'(
no
ASTM C231
siantlar0 t est Pledlua r°r Air Conrenr
of Freshly Mimed Cuncreta by Pre55are
memos
Exposed?
Air Content: 15.7%
Mification: 4,5%- i.5%
WSr*OT S,d. Specs 6-02.3(,2)A
Concrete Conformance to Mix Design (WSDOT Std. Specs 6-Oz.3(5)C, 6-02.3(5)F)
ASTM C143
Test Method for
Slump of Hydraulic Cement
Concrete
Slamp:
5"
Type?
c
PlacemEnt:
Driveway, Cural a Guaer
Sp�ciflcation:
5.5" maw.
RO WS DOT Std Specs 6-02.3(4)C
ASTM C231
siantlar0 t est Pledlua r°r Air Conrenr
of Freshly Mimed Cuncreta by Pre55are
memos
Exposed?
Air Content: 15.7%
Mification: 4,5%- i.5%
WSr*OT S,d. Specs 6-02.3(,2)A
Concrete Conformance to Mix Design (WSDOT Std. Specs 6-Oz.3(5)C, 6-02.3(5)F)
Component Wet Mi, Z.5
(I olarai tce) (lb/yfl
Moistare
Conten
Ma. of Dry Mass Alowable Design Mass
water
lb/ (Iblyd3) Range (Ib/yd) (Iblyfl
C.A. 2% -2% 1854
Z.uu Rours
u 1854 3 -3/ 1Eibu
F A. 20/ -20/ 1366
5.9%
76 1290 25 -25 1270
Cem. 5'/o -1'/0 1 oto
u.0%
u 5/5 Z8 -5 564
Slay b% -b% u
U.U%
u a 0 0 a
S102 1u'/o -lu%
Ku 143
----------
143 --------- ---------- ?4.5
water Added TOO I rucR utt Site 1O al. volume at Concrete in I rack 10 d°
Mass of Water added on Site (lo/y53) 8 Actual vvaten(�emenv Pozz) 0,4(j
I otal 19lass at Water (IF)/yd3) 227 Desiyn Water/(Cement+Pozz) 0.43
Remi R5: I rie first trucR was tEatEd and cylinders cast, with results above.
X meets
Material above specifications.
VM.t'eLna1sEnqinear
meet //ripprovM for //A i e M analDislolUmon E //! IIIJJJ s06 iim sy Date Pats
ASTM C138: Unit Weight, Yield and Air Content
of concrete
(A)mass or
43.8615z,
measurert,oncrete
Z.uu Rours
(e)Ilass ur measure
r.8516s
(C)Volume of Measure
0.2490ftl
Unit Weight of
144.7pcf
L;OrlCr.tE [(A -8)/C;):
i ime Allowed Tor
Placement
Time Water Adaea to gement
9:20
5 eclfication
Z.uu Rours
Ru'd D;3zhargu Cord It$ion TImuu
11:20
Actual T,mv D Behar a Complete
10:15
ASTM C31: Standard Practice for Making and Cour Ing
Concrete i esi speamens to Ine Fieial
Date a finders Cast 6/z/1 —b
Time Cylinders Cast 10:00
Norri5er at Cylinders Cast 4
Specimen Marking
cab Numbers of Cylincers
KC -16-342 to KC -16-345
Test Ages o! Cylinders:
/a, z z5a, Rola
Aqqreqate Source(s)!
CmONE: 8-329
Fine: I B-329
BatcH I icRet Num6er: 169uuu
OORY11
Form. Fiala Concrete test Report Revised: 6/21/08
JELIVERY TICKET
=MIL S T _
CUSi0MEFI COPY
SIGNATURE Y `��:_
SAND & GRAVEL COMrANY
400 VALLEY AVE NE, PUYmLLUP, W/A 983iz-2516
SALES/OFFICE
•• •a W.MIIQSSa,dandGra�clxum
(253) 833-3705 CONCRETE ORDERS SAND & GRAVEL ORDERS
(253) 922-0327
(253) 833-3700 (253) 536.9100 Simi ECI0IT OLYIVIrim
biA30ilOUNT
fax (253) 833-3746
(253) 922-9116 (c53) tma i raj (ao0) r7c8-33zm (300)zi9t-t t t7
.As
DIp�7i�; � � � 1
V11 ;1e�c-i� 1(Y
CU. Tprvit yR,FytO
I o i�+C.VJi�i'E5:
ORDER y .,. ,
, i 01CIER PO OR �061G0
q'�p�Nr NO
DELI FOI TI �pT N{},
— j
( I7 k
CY ORDEREO
_�.0 t
C. DwRD
IQ
COAD IVO
(
s�OMP
Gallons o vomer
A]PLANTTIME
OUT
J EINo05
ImleOu ii
PmM i iIME in
Requestiusaam
- o.�
Tt�yk.:•
alT ..
1? -741
a J F 4 Ta
a.-10 F1 <<
J
CUSIOMER NHivic SPECIAL INSTRUCTIONS
r1 -NO AHK i'.tNl; HL.tt- iAC'•I LU
JOF3'ADDRESS
.XCIGAN AVI.: N & N JPrj S1
1 "J
TY UNITS
DESCRIPTION UNIT PRICE AMOUNT
ici t�(1 t.Y L('311t7{iR'trlTRKt�!~lt1A!>
10 f`Y
LCM IASt.IOE E'1
1 c}fj f 54 Q 1.
FLJIJ 121jf1 :`.I IW 1RZF - GffAc Y mix
DRIyER Ru. TRUCK RD — —
�� 3 �•' TERMS: NET a0 DAT S. INTERE5i AI IFIE MAMMORI ALLOWABLE RATE WILL BE SUB TOTAL
_ CHARGED ON PAST DUE ACCO'OM75. IF COLEEI.I IOIG uECURIEa NECES-
SARY REASONABLVATTORNEYS FEES WILE BE AS3&5, D.
REUASE - CUSTOMER RELEjASE'S & AGREES TO HOLD HARMLESS THE MILES CO
FOR AIG r DARIAGE 10 F915 REAL OR PERSONAL PROPERTY CAUSED BY DELIVERY OF
DRIVER. MlmTERIHCs Cls i Eu H60vc
I USK t I-10_ 1 GACCURS OF WATER ADDED qY CWSTOMER'S REQUEST SALES TAX
/0 54 �c�=
SIGNATURE Y `��:_
-- — -
biA30ilOUNT
.As
— j
( I7 k
I rt}14
1 Gj7
- o.�
Tt�yk.:•
alT ..
1? -741
a J F 4 Ta
a.-10 F1 <<
J
-141 (-:'D .Ft..,.
1
U79Cjr!
3 LSl k!
/ Tr:r� o=&t-r 7114
/0 54 �c�=