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<br />:-, ��•:;.f'i����tio�s ,
<br />- , to bp doi,� ��}�a_1
<br />1.
<br />� c' Grade � ����c�^s f d�� t!�t� wot ►� - -��
<br />��±.a.�li�h�en+, i 3I1C� t;,�� ;����..
<br />�e rysta'�Iishe� b�� th�
<br />CUwnt�r, �;ontrs�t or . ,1 a�es
<br />. �� :,
<br />sta�Ces shall be srt b,y th�',_.._.,�._wn�r°, �anr_wra Ur�
<br />�.nc�; sh�tl ����� rr���.e
<br />,i�s; e�t<�.bli3heei t�y the cont�'ac�or, duc all�� oir.inp, ��r��-erty
<br />rav�ments Fr°Pr: drainage, a�J
<br />f Ar Px i�t ing iunp :
<br />� 5 ood. �PF�a"�n�e and oth�r ?���rt;i�Pr.t cAn��id��r��t� GT1S.
<br />rzgnt , E
<br />�'ret�:.r�tior
<br />��f :..,ub�radt,; T11'� s�.t,e af tYit' wor��h t,h� 1.0�; �t.i �e
<br />��
<br />f in� grac�ed. aiid all exee�� materzal remcave �,rue to
<br />of the work. The sub�''a��e when ca�of��'�do�sha� l l�b� re�r�ovac!
<br />�a��, hard, t.u�if or�� and smooth. ti�n sy��7.1 bf'•
<br />' �s+� �.vailat,a�� PL�I:I}��'nt. BeI'Gr� t,rtL
<br />and repl.aced witr suitabl�� ma��rial.. �acnpac-
<br />tY�crau�h, using th� h��vi
<br />�r� will bp consicier�,d rea�.y i or �,f1� base course it rnus
<br />�u'���;ra io:� fto�.lc: � 1n�ccF�5sitle
<br />}���vw b��e� cornpac�,ed witr� at, lc.,a�t a 5 t � co�pa�.t,eu ��y
<br /><�reas where ral�.i.n� c<�nnot r�e c��rri.�:.� out .�t��.�-1 �'_
<br />Laxnp�n�• r_,ru�hed -���.•✓��].,
<br />r� � t�an��tr���!;e,� u3i.n� a tz..
<br />� � ��. Cour�_ A b��f.: �Yi.�l,.. b "-
<br />, a oi � h1�:�d oiJ c�mm��rc'-al rock
<br />a cru�h�r rur: ��r,k i��t�ri�l �
<br />;�roducts .
<br />il�� ���rF�gat�s t� ��e us�:��� 5���1:1 r.o;L.form to t,t-:�;
<br />� ol lowin � �;radi,��s :
<br />Pt�s�icl�; 1"' Siev�
<br />a, ��4�, ,�
<br />II �/811 9t
<br />�� � j+ rr
<br />r� `�lU ri
<br />14 ���� It
<br />11 �y� tl
<br />�, � �OCJ �,
<br />� • ' t Incl�
<br />��tal�il�.z�ci r:j� ti�
<br />qt� � 1CXJ
<br />�5 — 95
<br />5p _ t3Ci
<br />�5 — 7�
<br />i() -- 3 �
<br />� - 10;,
<br />0-E�
<br />i; r i13 f1:,C1 I�.QCk
<br />lt�?
<br />y� + 100
<br />r,�,_g0
<br />3 5 _ 70
<br />2�'i - �5
<br />1G-20
<br />�--6
<br />F ]_ast�.�.�. y consistent
<br />�'� The fraction p�ssing �a� sha11 Ue neld to�,a.i.�vo �' l��s of
<br />with requiz`cm?n'ts t,� st�curt' �'�dher�m.��5ture content.
<br />stability du�in� ��eX'�c�ds oi K
<br />e ata sha11 be thorQu��j1Y �lended on t�he sit�= bY
<br />Tt�e aggr' �
<br />ather suitat�le mean�. It sh�yll a���b��wat�er�l andr�,
<br />blading or �t �d shal
<br />thictcness in layera not �.xc�e�iri� 3
<br />to suppo� �teria��troi rsew�halltbe
<br />rolled until f irm enou�,h Comp�ctin� the ba
<br />d�.splacement Qr rutt�ing g ration
<br />don� in ccmbinr�tion w�.th the f ioat 9�lidat,e��vel.a�n oP�
<br />until �ach 1.a�rer is thoroughl,y con
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