|
ENGINEERS SEATTL.E 99. WASHINGTON
<br />CHEMISTS '�1� 3220. 17TH AVEHuc WEST
<br />PHONE A'rWATER 2.6666
<br />PACIRCTESTIN TORIEs
<br />REPORT OF INSPECTION OF _._._ __. REINFORCED OJN CRETE _ _ _ _ Page__ 4
<br />Permit No. 4511 City of Everett Contr9cto. ____
<br />NameofBld . Valu-Mart #12' Everett
<br />g Architect----_-_,___
<br />Acid. ess
<br />INSPECTOR
<br />AND DATE
<br />at
<br />REMARKS
<br />H. Grant
<br />Inspected resteel for tilt up panels and floo,: slabs. Poured 25 yds.
<br />8/16/66
<br />6 sk., 1 1/21, aggregate, 3000 psi, panels # Dt 2-1, nt 2-2, L3. Poured
<br />floor slab 38 yds., 5 1/2 sk., 7/811 aggregate, 38 yds. between E & F,
<br />15-18, G & H, 2-4, C-Star Sand & Gravel. 3 Cyls. 24-A,G,C.
<br />H. Grant
<br />Inspected resteel for 1 tilt up - y 1. Poured 8 c.y., 6 sk., 1 1/21,
<br />8/17/66
<br />aggregate, 311 slump. Cast 3 cyls marked 26-A,B,C. Floor slabs F & G,
<br />15-18 and between F & K, 11-12.
<br />H. Grant
<br />Inspected resteel for floor slabs. Poured slab between E & F, 1-5,
<br />8/18/66
<br />D & F, 9-10, D & E, 9-10, 5 1/2 sk., 7/8 aggregate, 311 slump, S-Star.
<br />Cast 3 cyls, 27-A,B,C.
<br />H. Grant
<br />11
<br />Inspected resteel for floor slab between D & E, steel for pump house
<br />8/19/66
<br />WRIls & footing garage. Poured 26 c.y., 5 1/2 sk., 7/8 aggregate,
<br />3t1 slump, floor stab above pump house walls. Pumped water and poured
<br />walls. Poured footings #18 1/2 on E, 19 on E and 18 1/2 and 19 on H.
<br />H. Grant
<br />Inspected resteel for floor slabs, tiltup panels, foo<ings and grade
<br />8/22/66
<br />walls. Poured 28 c.y., 5 1/2 sk., 7/8 aggregate, floor slab between
<br />F & G, 2-4, 4 c.y., High Early, 6 sk., 7/8 aggregate, floor slab
<br />D & E, 5-6, footings 19 1/2 and 20 on E, F, G & H. Footing and grade
<br />wall E to H on 18. Poured tilt up panels 1- 2, V 2 & C 2, C-Star,
<br />1 1/211 aggregate. Cast 3 cyls. 29-A,B,C. 22 c.y.
<br />H. Grant
<br />Inspected resteel for floor slabs and tilt up panels. Poured 24 c.y.
<br />8/23/66
<br />5 1/2 sk., 7/8 aggregate, 311 slump, C-Star Sand & Gravel, Floor slab
<br />between D & E, 1-5. Poured 7 c.y., 6 sk., 1 1/211 aggregate tilt up
<br />panel U 2. Cast 3 cyls. 30-A,B,C. 6 sk.
<br />H. Grant
<br />Inspected resteel for pit walls of garage, tilt up slabs and pump
<br />8/24/66
<br />house top. Poured 2 c.y., 6 sk., 1 1/211 aggregate 2% c.c. to garage
<br />pit walls. Poured 2 c.y., 5 1/2 sk., 7/8 agg.
<br />to walls of pump house. Poured 20 c.y., C-Star, 1 1/211 aggregate
<br />to tilt up panels W 2, L4, M3. Cast 3 cyls. 31-A,B,C. 6 sk.
<br />Weldor's card - Wilhelm A. Johnson # 982, expires January 1, 1967.
<br />Field certified.
<br />H. Grant
<br />Inspected resteel and poured tilt up slabs N 4, J 5, C 2, A 2, T 1,
<br />8/25/60
<br />U 1, J 4. Concrete by C-Star. 6 sk., 1 1/2 gravel, 31, slump. Cast
<br />3 cyls. marked 32-A,31C.
<br />H. Grant
<br />Inspected resteel and poured tilt up panels V 1, W 1. S 1, H 1, H 1-2,
<br />8/26/66
<br />31 c.y., 6 sk., 1 1/211 aggregate, 311 slump. Cast 3 cyls 33-A,B,C, and
<br />3 Contractor's Cyls. 33-D & E. Inspected resteel and poured floor
<br />slag in Auto Service 49 C.y..51/2 sk.7/8. 311 slump. C-Star.
<br />
|