1020 10TH ST 2018-01-02 MF Import

Test Report No: 12743 ..A.R. TESTING L .0. BOX 2523 EDMOND, WA 98073 cuenr West Coast Steel ATTN Earl Bumpass j ADDRESS 10127 91h Ave. W. i - Everett, WA 98204 RY, INC. File No 94-814 Date: 12-9-94 Phone: (206) 881. 5812 Projed:t O 8 W Glass FAX: (206) 881- 5441 Address Near 10th @ Marine View Dr CRY Everett Engineer N/A Architect N/A Contractor NIA Owner N/A Penn* No : B 46225 INSPECTION PERFORMED —7 ❑ jFOOTINGS ^� �� ❑ jRESTEEI _ — ❑ !REINFORCED CONCRETE J ❑ 'jAUGER CAST PILING ❑ :REINFORCED MASONRY j ❑ !GRADE BEAMS ❑ STRUCTURAL STEEL FABRICATION WALLS El 'STRUCTURAL STEEL ERECTION ❑ ;COLUMNS ❑ SHOTCRETE -- i ❑ SLAB ON GRADE ❑ !EXPANSION BOLTS ❑ iSTRUCTURAL SLAB ❑ 'OTHER (Sy eci ) _ Stress slab cables ❑ P.T. SLAB ❑ !OTHER (Specify) ❑ :OTHER (Specify) SPECIFIC LOCATION (S) 1 GRIDS:jNew addition at south side of exist G building. �!ressing cables (3) inside south wall at new addition. Inspected reinf. at the above location and found it to comply with plan stressed 3 cables inside south wall. CONCRETE SUPPLIER:! Associated Mlx MATERIAL TEST REP N:I�— SLUMP(In):j 41/2 DESIGN STRENGTH (PSI):j NUMBER OF SAMPLES: TOTAL CU YARDS PLACED_ CONCRETE .TEMP (Den FM SUPPLIER OR JOB tAIX:I AIR 3 - 6X12 i TOTAL YARDS a dr ALL ITEMS ABOVE WERE IN CONFORMANCE WITH BUICC"YO DEPARTMENT APPROVED PLANS: I YES: x �T❑r-----I� (IF NO, EXPLAIN) AIR TEMPERATURE !Deg F):! INSPECTOR:1 Dick Biorklund j REVIEWED: F. FOSTER Copps To MAILED: r Owner If.. Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTcD OR REPORTED, AND MAY BE r Engineer r Archlted REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATOR12S, INC. r Building Dept r 10t11ar J