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1�. PTiminR F3�ae GouTse <br />The prepared base couras shall � P <br />x�i�ned wi.th aapt�altic pr�me <br />coat material -(MC-O or MC-1) at the �ate of 0.2 ga�.lon to 0.3 <br />� s uare ard. When neceaaarY to prevent tracking or <br />gallon per q Y r <br />p�c}�g �p of the asphaltic rnaterial S���errthetappiica�tion of <br />square ya�d �hould be spread �edia�tel,� <br />th� a�pha]:tic m�terial. <br />, <br />u <br />u <br />5 Hot Pl�nt �sphalt We$ri��'f a�� � <br />. <br />a. Materi�l� : A�phal.t cn�xturemixedtharidiher�l].ab �uurni ahe�ci <br />courae� shall b� hvt plant ' l�t. <br />fram an appr�ov� asl��lt hot mi�c p <br />Th� grade of a�phal� tca be usad shall be 120-15� <br />penetratio�► pe►vin8 a�phalt. <br />A���gates�� f or asphalt hot plant mi.xtur� 9ha11 conf 4'-'�n <br />to the f o11c�.ng gx'�ding: <br />Si�ve Size Total Percen�a�Passin � <br />3/�►�� <br />5/grr <br />3�g,t <br />,�4 <br />#lQ <br />�4Q <br />2�Q <br />A�ph�lt <br />ta be added <br />140 <br />95-�-� <br />bU-94 <br />50-70 <br />35-55 <br />10-30 <br />1-7 <br />g� t o b� <br />�thc�x �enatirations may bo us�d u�on conditione of <br />e;vQ.�_lmb�lity and c�perational' sitliations. <br />�At lea�t 34� af the ag�'e��te r�tais�ed on th� �4 s���e <br />ei�,ll have at least on� fracturad face. <br />a�c�r cer�ain are�s euch as tenn:is courts a f ine graded <br />mixture shau.ld be con� idereci. <br />b� Cc�n�truction: The cor�t;ractor sham ern ����ntS�table <br />worker�, up to date methais, an� ctin and <br />to the size of the work in sprpading�n� ��hinegsr�a'� be <br />f inish3.ng the �ur�ace caurae. A pa � <br />u,yed prrnrided that th� quantity of mixture i.s sufficient, <br />and th� aa'� is �daptable to its u�e. <br />'I`he roll�r uged for ccxnpactin�hs��Ph ��el.led. �2 ting <br />shall not b� le�s than 5��n P cte�i <br />shall start as �oonta�ahghall�contin 6 ix�iternnittently <br />witrhout displa�ce�n <br />�t�, �.1 roll.er marks have �iisappeare3. <br />