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1325 SE EVERETT MALL WAY BASE FILE 2018-01-02 MF Import
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1325 SE EVERETT MALL WAY BASE FILE 2018-01-02 MF Import
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Last modified
5/6/2022 9:29:14 AM
Creation date
2/13/2017 7:40:07 AM
Metadata
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Template:
Address Document
Street Name
SE EVERETT MALL WAY
Street Number
1325
Tenant Name
BASE FILE
Notes
BLDG A
Imported From Microfiche
Yes
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BO� TFSfING& ENGINEERING <br />EVERETT MAI,L PAY N SAVE IN3PECTION REPORTS PAGE 3 <br />1-18-85 <br />Batch Plant Inspection: Arrived Cadaman batch plant today as requested <br />to inspect batching and mixing of design mix concrete to be used at khis <br />project. Inspected the batching operations for 18 cubic yards of <br />concrete and found the batch weights to be within U.B.C. tolerances for <br />this mix design when cocrected for the moistuce content as measured by <br />the electronic meter at the plant. <br />INSPECTOR: DICR BOSS <br />1-23-85 <br />Masonrv: Began full time masonry inspectiuon today. Masons had begun <br />laying block on line 7 between B-2 an� E-2 yesterday with no notice <br />given our ofEice. Block ��as laid to the lst 4' level bond beam between <br />E-2 and B-2 on line 7 and to 12' level between E-2 and H-2 on line 7 on <br />Tuesday 1-22-B5. <br />Inspected resteel in placz in masonry wall on line 7. The 2 horizontal <br />#7 bars at C-2 were missing. Called the architect for. clarification of <br />note on plans calling for 2 k�orizontal # 7's @ 16" o.c. as to whether <br />these were also required in the stem walls. Answer was no, only in <br />masonry walls. The masons tore down the block at C-2 to place the <br />reinforcing mantioned above. No bond beam was placed at bottom of this <br />wall on this line and apparently the cesteel shop drawings are not yet <br />complete for the masanry walls so work was discontinued until approval <br />is given. Made one set of three mortar test samples. <br />P a ement: Concrete placed today at stem walls on north wall between <br />lines 7 and 10 and on line 10 from G-2 to B-2, and column p3ds on line 9 <br />at C-2, D-2, and E-2. <br />Reinforcina: Resteel was inspected and found to be we31 placed with <br />proper laps. Forms were clean and tight. <br />Concrete: Concrete was delivered by Cadman, and placed by pump. All <br />concrete was internally vibrated for consolidation. Cast one set of <br />three concrete kest cylinders from a sample having a slump of 4 1/4" at <br />point oE placement. <br />INSPECTOR: 'SOB GARDNER <br />
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