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� <br />� <br /> f <br />' � - . , � � � � � , <br />, � � T�llUS l l�Tl1I, 11�51 T�� <br /> � � <br /> 341Q l;ccrelt Avcuue • 1'.�•crclt, A�'ashinslon �JS°Ol 0 30G • 'l:iJ-0517 � � <br /> �% <br /> � CONCP.ETE TEST REPORT REPORT NO. � <br /> Report to �nohomish County_ En�ineering Dept._______ __ <br /> Everett TransTer Site__ ___ _ ___ ____ _ W-1106-r=01 <br /> Projed - --- "- - - <br /> Com�ac�or— _SrtQhonish CounLy_Engincering_Dent.._ --------- - <br /> Daie of Pour_1/24/_75 Locotion of Pour__ Tractor & trailer loading ramp __ _ <br /> MATE�IALS AND MIX DATA USED PER CUBIC YARD <br /> Star Concrete Company <br /> ConcrefeSupplier-------- -� � ---�--------- --�--- -- <br /> _.�. Yds. Poured -_ -------- Design Strength_ -_. �00 _____ ___ p.5.1. n 28 days <br /> Ccrnent 611_ Ibs. 6� — Sack Type.—.-_I- ----_- erand _ _Ideal <br /> Fine Aggregafe_--�.�Jr-- --.------ — - --------Ibs. <br /> ��8n <br /> Coarse Aggregate—.-- 1�0_______ __Ibs. Sieve Size—__ -- <br /> Coarse A9gregale_------.- - -_Ibs. Sicve Size.______ -- <br /> Water- ---lj _gals.----_--2.0 _gals./Per sack Field Slump---J`--- inches <br /> Additives_.---- MBVR-- _-- --Amount_--.6.1 02.-_. -_ _.. __--- Ent. Air._ —°o <br /> Tcrnperatures: Air—__.- _— F. Concrete. --. - ------ - - -- - F. Weather_. Shol+ei'S <br /> Cylindrrs or cubes msi 6 Dig�S Sa56 _______. ____ _ - _. - __ ..--- <br /> Y'--- --- - — - <br /> TEST DATA _ <br /> GYIINDER WEIGHT DATE DATE DAYS UNIT LAB• <br /> Np, CAST TESTED CURED IOAD-P.5.1. l NO. <br /> 7 ���5 1 i 7 _.. 7 29� EC-8296 <br /> g �� 2/21/75 28 _��.�6 <br /> 9 " 1/2G/76 1 year 2 c ays 5�90 <br /> i[STED IN ACCORDANCE WITH APPLICABLE ASTM METHODS (OR AS NOTED) <br /> R[MARKS: <br /> �r�� �;�(�h <br /> �'� �� <br /> ��J '�~':.".� .� <br /> � r � <br /> DISTR18UilON: � L_-�.� <br /> Z Snohomish County Engineering Dept. <br /> JA�d ? ,i 19?6 '� <br /> 1 City of Everett <br /> ........._... ...... _ .........................� <br /> 1 Star Concrete Ccmpany CITI' OF EVERETT <br /> 1 File/uis r, ' <br /> _ _ 1 <br /> 1 <br /> � <br /> I <br />