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<br />ENGINEERS SEATTLE 99. WASHINGTON
<br />A3220. 17TH AVENUE W2ffT
<br />CHEMISTS - PHONE ATWATER 2-EE63
<br />�PACIFICTESTIN LABORATORIES
<br />REP011T OF 1NSPECTION OF REINFORCED CONCRETE
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<br />Permit No. 4511 City of Everett Contractor
<br />Name of Bldg.Valu-Mart #12, Everett ___ Architect
<br />INSPECTOR
<br />AND DATE
<br />at
<br />REMARKS
<br />Armstrong
<br />Inspector arrived at 8:00. Pour started at 8:00. Poured 14 - 18
<br />7/22/66
<br />P-N and 10 - 14 Q - P in slab. 65 c.y., 5 1/2 sack, std. cement,
<br />7/8 agg., 4" slump. Cast 3 cyls. # 6-A,B,C.
<br />Armstrong
<br />Inspector arrived at 8:00. Pour started at 8:00. Poured 54 1/2 c.y.
<br />7/25/66
<br />of 5 1/2 sack std. cement, 7/8 agg., 5" slump. Cast 3 cyls # 7-A,B,C,
<br />in slabs 14-17 Q-P, 6-In M-L. Concrete appcarcd a hit wet.
<br />H. Grant
<br />Inspected resteel for slab poured 57 1/2 c.y., 2500# of 5 1/2 sk.
<br />7/26/66
<br />stand. cement, 7/8 aggregate. Cast 3 cyls. # 8-A,B,C. Pour between
<br />column 10-15 on line J to K. & 1 to 6 between IC & L. Material by
<br />C-Star Sand & Gravel.
<br />H. Grant
<br />Inspected resteel for slab,poured 49 c.y., 5 1/2 sk. 2500.Y C-Star
<br />7/27/66
<br />cement, 7/8 aggregate. Cast 3 cyls. 9-A,B,C. Pour between 7-10,
<br />J & k, and 10 to 13, G to 11.
<br />H. Grant
<br />Inspected resteel for slab, grade walls and footings,poured 51 1/2
<br />7/28/66
<br />c.y 5 1/2 sk., 2500 psi, 7/8 aggregate, C-Saar Sand & Gravel. Cast
<br />3 cyls marked 10-A,B,C. Poured slab on coi. lines E,F 7-12 and
<br />A, K 10-11, grade wall on Col. line D, 10-14 and foots on C, 10-12
<br />and 13-14. Required aggregate shown on delivery tickets.
<br />H. Grant
<br />Inspected resteel for slab and grade walls, Poured 65 1/2 yds.,
<br />7/29/66
<br />5 1/2 sk, 7/8 aggregate, 2500 psi, C-Star Sand & Gravel. Cast 3
<br />cyls marked 11-A,B,C. Poured slab between J & K - 11 to 14, F bG,
<br />11 to 13, grade walls between P & R, 7 to 10 and B & D, 10 to 14
<br />added ties to top bar at office area.
<br />H. Grant
<br />Inspected resteel for slab. Poured 56 1i2 yds., 7/8 aggregate, 5 1/2
<br />8/1/66
<br />sk., 2500 psi, C-Star Sand & Gravel. Cast 3 cyls marked 12-A,B,C.
<br />Poured slab between N & M, 8-16.
<br />H. Grant
<br />Inspected resteel for slab and col. footings -poured 66 yds., 5 1/2
<br />8/2/66
<br />sk., 7/8 aggregate floor slabs between K & L, 7-14 and between J F. K
<br />14-15. 12 yds. 4 sk. pea gravel to bottom of footing D 18. Poured
<br />14 yds., 5 1/2 sk. 1 1/21, aggregate H, 14-16-18, F, 14-16, K, 16-
<br />18, L, 15, J, 18. Concrete C-Star. Cast 3 cyls, marked 13-A,B,C.
<br />H. Grant
<br />Inspected resteel for slabs, tilt up slabs and footings. Poured
<br />8/3/66
<br />63 yds. 5 1/2 sk., 7/8 aggregate, 3" slump, standard cement, C-Star
<br />Sand & Gravel. Poured slab between G & It, 7-10, H & J, 10-12, DI & N,
<br />16-18, footings 18 D, E, F, G, P, Q, R & D 16 - 17. Cyis, marked
<br />14-A,B,C. Panels P 2 & B 3. 24 yds, 6 sk.,l 1/2" aggregate, 3" slump.
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