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S· q 1" 8-9" 10"" 12.􀂷􀁾􀀮􀀠e tI e if! 252015 l0987f 􀁾􀀠431111 Iltllll111 Ii111111111 11"11'111\111111111 1111111111111111111111111I I I I I I I I 1'1 '1'1 4-5" 6" 7" 8" 9" 10" 12:;r.
20 is 30 40 SO 60 80 100. I I ill I III f1Ii111111111111111111111111111111""1111\111 \\111111111111111111111111, 3' 4' 5' 6' 11 8' 10' tt' L.E:NGTH 􀁐􀁏􀁕􀁾􀁬􀀡􀀩􀁓􀀠CEMENT PER SQUARE
YARD 41Set percent 􀁾by volume at On'OW. 2' Read pounds of <.etnent per sq. yd. 01 pavement thicklleu. POUNDS CEMENT fPER LINEAR FOOT 1Set pavement thidcneu uncler 􀁰􀁥􀁲􀁾Collmant by
VO!UIIHI< 2 Read povnds per linear foot Q'¥¢f JPreader width. Metric Reader ARE:A ., Tnt -------".. -􀁾􀁾􀀮􀁾􀁾􀀠em' 􀁾􀀠:(m' .. 􀁾􀁾􀀠,nt' Q CONSTRUCTION MANAGEMENT ST. LOUIS, MISSOURI
DESIGN PLANNING @)Place unit to be eOllverted at 􀁡􀁲􀁾􀀠row and read eonverslon factor in window apPOSite desired UJlit. OECJMAt EQUfVALENTS 􀁾􀀠,0156 􀁾􀀪􀀢􀀠.3594 "" .7031 lin .0312
}j .3750 'l\, .71SS ",,"" % .3900 ... " ..... 􀁾􀁉􀀠.C&z5 'Y:n .4062 '.• 7500 1U .0781 􀁾􀀥􀀮􀀦􀀠.4219 .'" • 7656 i'J.I .0938 ¥u .4375 '\'u 􀀮􀀧􀁩􀁕􀁾*' .1094 '%.0 .4531 '110 􀀮􀀷􀀹􀁇􀁾􀀠􀁾􀀠.1250
'Vu .4688 ·f,. .BUS "..,. .1406 􀀬􀁾􀀠.4844 .... ,.,., 􀀧􀁦􀁾􀀠.ISa2 'A .5000 'v.• .8438 '%<0 .17l9 'r.•.5156 .'" ,.'"it: .lB75 'fu .5312 • .8750 I .2031 '*..So1&.l" "" .8906 􀁦􀁾􀀠.21sa
'Y" .5625< ,.. .90a2 '%.0; ,2344 % .5761 􀁉􀁲􀁾􀀠_9219 'A .2500 ''I» .5938. .!B75'*, .2GSG 􀁾􀁬􀀠.2812 '%.0 .29&9 􀀧􀁦􀀬􀁾􀀠.1125 '%.t .3281 't,''!to .6094 '110 .sS::n %. .6Z5fl '.,'
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􀁾􀀠c:-:t -'"• '" I'll • -< 􀁾􀀠􀁾􀁾􀁣􀀽􀀠g co =:::a c: ::0"Z... ""'CI .....e" c:::I -i 􀁾􀀠:::a '" '" 1'11(1)􀁾􀀠􀁾􀀠...., '" ::0':-WEIGHT c:::I PfIt(!lff BY VOlUME PERCENT BYWIlGHl
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be added Ut'Iuer dry weight 􀁰􀁾􀁲􀀠cubi;:; foot. 2 Set 5peed under pavement thidttleu. 3 Read gollon$ plM' minule to be added over processing width. 􀁐􀁾􀁒􀀨􀁾􀁾􀁔􀁁􀁇􀁴􀀠OF 􀀨􀁾􀁍􀁅􀁎􀁔􀀠􀁜􀁉􀁥􀁬􀁾
􀁲􀁮􀁥􀀠'150 Weight 􀁾􀀠Set dry weight ot arroW. 2 (;QmpClfe pef4;ent of all'lef\t by by weigh! and by volume. @I .. 􀀮􀁾􀀭<.:. ',.';:" ?4 g 􀁾􀀠..􀁾􀀭􀁾􀁾􀁾... -----. = 􀀻􀀭􀀡􀀡􀁾􀀠oz
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