|
ENGINEERS /�',�\ SEATTLE BD. WASHINGTON
<br />.��� 1110. 17TH AVENUE %Z$T
<br />CHEMISTS PHONE ATWATER 1•EEeS
<br />PACIFIC TES1fIN O TORIES
<br />IF
<br />REPORT OF INSPECTION OF REINFORCED OONCRETE Page 3
<br />Permit No. 4511 City of Everett Contractor
<br />Name of Bldg. Valu-Mart # 12, Everett
<br />at
<br />INSPECTOR I - - REMARKS _ --
<br />AND DATE
<br />H. Grant
<br />Inspected resteel for slabs, tilt up panels and grade wall. Poured
<br />8/4/66
<br />21 c.y., 6 sk, 1 1/211 aggregate in tilt up panels E 3 and C 2, stand.
<br />eL-ment, C-Star Sand & Gravel. Rejected 1st load - too wet- sent
<br />back. Poured 84 yds., 5 1/2 sk., 7/8 aggregate floor slabs Q & R,
<br />9-10 between It & J, 7-10, P & Q, 9-10, It & G, 7-10, O & P, 7-10
<br />Grade walls between D & F on 6. Cyls for floor slabs 16-A,B,C, and
<br />panels Cyls 5-A,B,C. Poured floor slab rest rooms - office area.
<br />H. Grant
<br />Inspected resteel for slabs. Poured 73 yds., 5 1/2 sk., 2500 psi,
<br />8/5/66
<br />7/8 aggregate, 31, slump, C-Star Sand & Gravel. Poured floor slab
<br />between D & E, 7-12, between G & if, 7-8, office area between A & D,
<br />10-12 and 13, 14. Cast 3 cyls, 17-A,B,C.
<br />H. Grant
<br />Inspected resteel for floor slabs office area and 3 tilt up slabs.
<br />8/8/66
<br />Poured 28 yds., 6 sk., 1 1/21, gravel, 3000 psi, concrete by C-Star
<br />3 tilt up slabs C2, A2 & L3. Cast 3 cyls marked 18-A,B,C. Poured
<br />balance of office floor slab and slab between P & R, 17-18 and G & 11,
<br />13-17, C-Star, 5 1/2 sk., 7/8 aggregate, 70 yds., 2500 psi. No cyls.
<br />H. Grant
<br />Inspected resteel for floor slabs, poured 63 yds., 5 1/2 sk., 7/8
<br />8/9/66
<br />aggregate, 2500 psi standard cement, C-Star, floor slabs between L & M
<br />16-18, G & H, 17-18, J & K, 15-18, M & 0, 6-7. Cast 3 cyls. 19-A,B,C.
<br />H. Grant
<br />Inspected resteel for floor slabs and tilt up panels. Poured 56 yds.
<br />8/10/66
<br />5 1/2 sk., 7/8 agg., standard cement, 311 slump between H & J 12-15,
<br />K & 1 14-18,poured 19 yds., 6 sk., 1 1/211 aggregate, 311 slump- panels
<br />J3 and K2. Cast 3 cyls. 20-A,B,C.
<br />H. Grant
<br />Inspect-d resteel and concrete -poured 51 yds., 5 1/2 sk., 7/8 aggregate,
<br />8/11/66
<br />31, slump, 2500 psi, between H & J 15-18, E & F 12-15, C-Star Sand
<br />& Gravel. Poured 19 yds., 6 sk., 1 1/21, agg., 31, slump. Cast 3
<br />cyls. 21-A,B,C. Cont. ordered 10% extra 1 1/211 agg. and reduced
<br />sand 10% for panels only.
<br />H. Grant
<br />Inspected resteel for tilt up panels and floor slabs. Poured 86 yds.,
<br />8/12/66
<br />6 sk., 1 1/21, aggregate, 311 slump in panels N2, K1, N3, Al, G2, C4,
<br />X1, Pl, A3, G1. Cast 6 cyls. 22-A,B,C. and Contractor - 22-A,B,C.
<br />Poured 21 yds., 5 1/2 sk., 7/81, aggregate, 31, slump, floor slabs
<br />between D & E 12-15. No cyls.
<br />H. Grant
<br />Inspected resteel for tilt up panels and floor slab. Poured 20 yds.,
<br />8/15/66
<br />6 sk., 1 1/211 aggregate, 311 slump, 3000 psi. Cast 3 cyls 23-A,B,C.
<br />Poured 35 yds. floor slab between F & G 13-15, between K & t., 6-7
<br />between L & M, 6-7.
<br />
|