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20225 Cedar Rd Ste 110 <br />Lynnaccod,4257429809669� <br />MAYES <br />I lfercacon <br />MASONRY BLOCK PRISM REPORT <br />Report Number: MS31404.0009P <br />Service Date: ]11]R3 <br />Report Date El <br />Task <br />Client <br />Project <br />Brixton Everett LLC <br />Everen Mall Redevelopment <br />Ann: Kyle Godat <br />1402 SE Everett Mall Way <br />120 S Sierra Ave <br />Everett, We <br />Solana Beach, CA 92076 <br />Project No. M 7231404 <br />FIELD DATA(ASTM C 1314) Permil B2208032 <br />Date Laid 7412023 <br />Mortar Producer. <br />Type ofUnit Normal weight CMU <br />Design fcS8 days: <br />ASTM/UBC Spec ASKSC90 <br />Mix Proportions <br />Size ofUnit 8"X8"X16 <br />Cement <br />UndPSReg: <br />Lime <br />Sand <br />Design Pm: 2000 <br />Water. <br />Date Grouted. 7n2SOW <br />Morar/Grout as spec Yes pp No ❑ <br />Grout Producer Smokey Point Mix #PG65030 <br />Design fcS8 days: <br />ModarTemp: ]5°F <br />Mix Proportions Gravel <br />Grout Temp A°F <br />Cement Water: <br />Sand WRA <br />RemarkALo cations Canopy framing CMU <br />support walls. <br />Date Sample Received by Lab'. 7442023 Tested by: K Bellows <br />Compression Test Machine Information <br />Diameter of Spherical Seat 850 <br />Reg. Upper Bearing Plate Thickness 145 <br />Provided Upper Bearing Plate Thickness: 380 <br />Reg. Lower Bearing Plate Thickness 000 <br />Provided Lower Bearing Plate Thickness: 500 <br />COMPRESSION TEST RESULTS <br />IPSTMC13141 <br />Lab No. <br />gate <br />Tastetl <br />e <br />Grouted <br />Yes No <br />H/f <br />Factor r <br />TOhI <br />Wad Ibs <br />NefArea <br />Strength <br />PSI/Wth <br />Ha <br />Type of <br />Fracture <br />5826 <br />8192023 <br />28 <br />X <br />204] <br />10W <br />208310 <br />US 68 <br />3240 <br />3250 <br />CS M1 <br />58Z] <br />8192023 <br />28 <br />X <br />2022 <br />1002 <br />215fi50 <br />6386 <br />3380 <br />3280 <br />CSh <br />5828 <br />8192023 <br />1 28 <br />X <br />1 <br />1203611003 <br />1 201930 <br />6335 <br />3190 <br />1 3200 <br />1 CSh <br />MWes Rep : Todd WTz Contactor: Bayley Construction <br />Reported To <br />Report Distribution/ <br />0 e ram a anuC. prt mmi O � Tie ee mv. eo. ec ram m % <br />0 e ascalsmm„Tonse ea..�m v Za baRevilla <br />side desserts N.nx.m Laboratory Manager <br />N Wayesustig Eli 110 D0113POIffid <br />Nois am�aio_onmuimeu-ros..acwn.rto- <br />NWa.eT.ee.Q 4`o,�rvaae:�:m'pe:e4e' e':' ;mn'epm;¢e�mo,m:'m.amus.sT.:v,e E,e�, 110 es,ew.m,ol <br />a on �a�CSp maaAxnan..eASCA&Mko..easesen.a.Fee zasi <br />..ii.aoird..,iti.i..irao„mp=N. nnesiN®ism&& ein:onoaKlmn"e:m;:mpksistd,bekyorlii `ai:::`adali'"aa°eiM�dnatuawspuaft" <br />aterar � smiao,di. <br />Pare 1 of 1 MTE 1210 2C Rev 6. 6/13/11 <br />