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169 of 234 <br />Urban Testing & Inspections <br />22138 S. Vermont Ave. <br />Unit G <br />Torrance, CA 90502 <br />€.2 <br />61 96 <br />€* 9 er:ki2- -ew--1 <br />f'!122.Fle-/.=i: .EN , '#.: <br />....< -11 ::1 <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 />SAMPLE TYPE <br />888 N. MAIN ST. <br />URBAN TESTING <br />CARIBOU INDUSTRIES <br />FELIPE CABRERA <br />PROJECT No. <br />CITY: <br />PHONE No. <br />PHONE No. <br />CORE DATE: <br />CASTrNG TIME: <br />18-43719-FC <br />SANTA ANA <br />7/9/2018 <br />CONCRETE O MASONRY GROUT m MORTAR O SHOTCRETE ¤ <br />NON-SHRINK GROUT El MASONRY PRISM O OTHER:CORES <br />CEMENT TYPE 10 11 0 1]1 0 Iv O ve OTHER: <br />MIX DESIGN No.ADMIXTURE:AR TEMPERATURE: <br />GALLONS OF WATER ADDED:SLUMP: CONCRETE TEMPERATURE: <br />CONCRETE SUPPLIER:BATCH PLANT: <br />DELIVERY TICKET No.SPECIFIED P.S.I. @ 28 DAYS: <br />CUBIC YARDS PLACED:SET No.1 No. OF SAMPLES FOR SET: 8 <br />TEST SCHEDULE @ 3 DAYS @ 7 DAYS @ 28 DAYS OTHER <br />LOCATION SAMPLES TAKEN FROM: 2ND FLOOR, 3RD FLOOR, 5TH COLUMN, 5TH BEAM, <br />5TH N. BEAM, 5'Ill N. BEAM, AND 8TH COLUMN <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 />62868 7/11/18 N/A 3.00 6.00 7.07 23,680 3 3,350 <br />62869 7/11/18 N/A 3.00 4.00 7.07 25,020 3 3,290 <br />62870 7/11/18 N/A 3.00 6.00 7.07 23,530 3 3,330 <br />62871 7/11/18 N/A 3.00 4.00 7.07 26440 3 3 480 <br />62872 7/11/18 N/A 3.00 4.00 7.07 28,860 3 3,790 <br />62973 7/11/18 N/A 3.00 4.00 7.07 30,000 3 3,940 <br />62974 7/11/18 N/A 3.00 6.00 7.07 25.310 3 3.580 <br />62975 7/11/18 N/A 3.00 5.00 7.07 24,890 3 3,380 <br />¤ SPECIMENCS) MEET REQUIRED COMPRESSIVE STRENGTH <br />C] SPECIMENCS) 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 />ML-CIR-04 0 10/4/04 FG