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Sandy Oaks-CS 811020 ............ ~ ,iSIS ;'-: L.:'C' R T. iO: Sc.~-th..:'rs'~ern ~u. ~,oct [;alles, c>..es F,,~t NO. F?OJECT: Sa~dy Oak Ccppel ~,/,ADF. BY Contractor -._~..-,~,E FOR: ~ Sini?:on Street, Station ~2S+50 '-----~:,---~r- =~' =--'=':=~':: ---'~ '-----~:-'---="~-~-'~-::-':'~',"::'--'~(--'~ '-----';' ~'-:-'~ - -'~---~i. ........ :T;-':'-~ ...... -"i i ~>-:mcer / ~. -.~mp 'ge - a~e ~-,e T~,al t. cad I Ps_-_:s ; SL-]3. CEMENT 5 Sack 7 8 -~-8 ~ .... n 31-81 ~.,~, ,_.. u~'n'~555` I i SL-I~ SAND 28 " S-21-81 I GRAVEL WATER ADMIX ~=~,AND CEMENT, FINE 28 DAY STRENGTH REQUIREMENT, ;j000 COARSI:: ~dit~l lnf~malion if mode ~ TETCO ,~,'OTES: (I) Compress;ye s+rengihs determ;ned in accordance ,¥ifh A.S.T.M. C39. (2) Cress-Seci;onal area, d;~meter and s/endar8 unless olherw;se nofed. {3} Porl;ons o{ the ;nformai;on confaine~ in {h;s ~eporf have been rum;shed by 14) Cylinde~ ~rtd in Ioborc~ory in occordonce w~lh ASTM-C31 unless otherwise COPIES TO: 3 Above / es H. Thompson