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PACIFIC TESTING LAIBO <br />RIES <br />3220 • 17TH AVENUE WEST 4609 <br />PHONE ATWATER 2-50E3 No. <br />SEAT'TLE 98119 <br />WAS.-IINOTON <br />JOB: ` <br />V.ALu_hLRT_J02, a:v>:: EW 90 0 Q certificate No. 666-19 <br />Report No. _ 30 <br />CONTRACTOR_ H. S. Wright Construction Co. - Data 9-19-66 <br />-W <br />VieIW%17111�uj axe lke xeiffla of"nfflx aam rxcddrma /edge aia <br />CONCRETE CYLINDERS <br />AGE AT <br />MARK TEST <br />912E <br />AREA <br />SO. IN. <br />DATE <br />CAST <br />DATE <br />BROKEN <br />ULTIMATE STRENGTH <br />LBa. <br />PSI. <br />29= A <br />61, x 1211 <br />28.2 <br />8-22-66 <br />8-2Q-66 <br />70000 <br />2460 <br />l <br />II <br />11 <br />" <br />-1-66/,OG?O <br />yti i 0 <br />_ <br />1 <br />r.ONCRETE PROPORTIONS: <br />CEMENT: <br />DESIGN 5TH.: <br />ADMIXTURE: <br />MIXING PLANT: — <br />C-Star <br />TEMPERATURE - ____.WEATHER <br />SACKS/CU.YD._ TYPE: ---Standard <br />PSI __. _..--- __._ _AGGREGATE: 1)4 _. - IN. MAX. <br />/SK CEMENT _....__.__.SLUMP: 3 __.. _ .INCHES <br />--_-_YARDAGE: 22 c.y... - <br />SUPERVISORF: FIELD Grant _ PLANT,_ <br />LOCATION OF' POUR: __Tilt up_L8nP19 R-22, V-21 _ and C-2• <br />CYLS. LEIT FOR PICK UP NCAR _._ <br />OYLS. TO BE DELIVERED TO PACIFIC TESTING LAB. 3220 17TH W. SEATTLE WN. 90119 <br />COPIES TO:',' -Howard S. Wright Construction Co., Everett PAC T STI RIES'; <br />1-Everett building Dept. <br />