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181 of 234 <br />Urban Testing & Inspections <br />22138 S. Vermont Ave. <br />Unit G <br />Torrance, CA 90502 <br />«&6-· g., Am:A. <br />COMPRESSION TEST RESULTS <br />Office (310) 320-0482 <br />Fax (310) 320-0483 <br />PROJECT: <br />PROJECT ADDRESS: <br />INSPECTION AGENCY: <br />CONTRACTOR: <br />FIELD TECHNICIAN: <br />888 N. MAIN ST. <br />URBAN TESTING <br />JOSE CORRAL <br />PROJECT No. <br />CITY: <br />PHONE No. <br />PHONE No. <br />CORE DATE: <br />CASTING TIME: <br />18-43115-F.C <br />SANTA ANA <br />5/7/2018 <br />SAMPLE TYPE <br />CONCRETE ®MASONRY GROUT O MORTAR m SHOTCRETE O <br />NON-SHRINK GROUT MASONRY PRISM 0 OTHER:CORES <br />CEMENT TYPE 10 11 0 <br />MIX DESIGN No. <br />GALLONS OF WATER ADDED: <br />CONCRETE SUPPLIER: <br />DELIVERY TICKET No. <br />CUBIC YARDS PLACED: <br />TEST SCHEDULE @ 3 DAYS - <br />LOCATION SAMPLES TAKEN FROM: <br />#8 - 24" COLUMN G.9 8TH FLOOR, <br />111 m Iv 0 v el OTHER: <br />ADMIXTURE:AIR TEMPERATURE: <br />SLUMP: CONCRETE TEMPERATURE: <br />BATCH PLANT: <br />SPECIFIED P.S.I. @ 28 DAYS: <br />SET No.1 No. OF SAMPLES FOR SET: 5 <br />@ 7 DAYS @ 28 DAYS OTHER <br />#3- 6" COLUMN J/13, #3 - 5" GIRDER BETWEEN J & H/13 <br />#10 - 24" COLUMN G.9 10TH FLOOR <br />LABORATORY USE <br />TEST TEST AGE OF DIAMETER HEIGHT CROSS-SECTIONAL MAX. LOAD TYPE OF COMPRESSIVE <br />NUMBER DATE SAMPLE AREA APPLIED FRACTURE STRENGTH (PSI) <br />60297 5/8/18 N/A 3.00 6.00 7.07 27.730 3 3.920 <br />60298 5/8/18 N/A 3.00 5.00 7.07 28.200 3 3,830 <br />60299 5/8/18 N/A 3.00 5.00 7.07 28,570 3 3,880 <br />60300 5/8/18 N/A 3.00 6.00 7.07 23,760 3 3,360 <br />60301 5/8/18 N/A 3.00 6.00 7.07 26,550 3 3,760 <br />C] SPECIMENCS) MEET REQUIRED COMPRESSIVE STRENGTH <br />SPECIMEN(S) DO NOT MEET REQUIRED COMPRESSIVE STRENGTH <br />NO ESTABLISHED CRITERIA FOR ACCEPTABLE LIMITS <br />TEST RESULTS COMPLY WITH ASTM STANDARDS C617, C1231 AND C39 <br />FORM REVISION DATE RECORDED BY <br />MUCTR-04 0 10/4/04 FG