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y ~~: <br />MATHIAS <br />CONCRETE ANC. <br />O(liH#ORK RO, e0X 266 <br />e5Y.f7JZ MONTE VISTA, CO 81144 <br />Rey Concrete Mix Destyn <br />6 Sack Southwest I-II LA Class 8 <br />Oentlesen~ <br />0 <br />MONIL~ VISTA <br />BSyJ7J2 <br />The following are gradation •nd physical properties of sggregates <br />used to the above referenced concrete six design. Concrete mix <br />design quantitils and eospressive strength test results are shown <br />on the attached sheets. <br />CONCRETE SANO~ <br />Sieve <br />Size <br />3/8 <br />4 <br />0 <br />16 <br />~0 <br />50 <br />100 <br />200 <br />fN <br />Specific Gravity <br />Absorption - t <br />~f4' AGGREGATE~_ <br />Steve <br />Size <br />1 <br />3/4 <br />1/2 <br />3/0 <br />4 <br />8 <br />Specific Gravity <br />Ab:arption - t <br />Bulk SSD <br />Bulk SSD <br />t ASTM C-33 <br />Passln+y Soeei[~cations <br />100.0 100 <br />98.0 95-100 <br />02.8 80-100 <br />63.5 50-85 <br />36.0 25-60 <br />15.7 10-30 <br />6.6 2-I0 <br />3.0 <br />2.97 <br />2.51 <br />3.1 <br />t ASTM C-33 <br />ass n Spaclftcatlons <br />100.0 100 <br />91.2 90-100 <br />61.4 <br />70.4 20-56 <br />t.i 0-10 <br />2.0 0-5 <br />2.51 <br />3.0 <br />REtDY MACED CONCRETE WASHED SAND - CR(/SHED RACK <br />