3201 SMITH AVE BASE FILE 2018-01-02 MF Import

� ,� �5 i At the ■tart of paving, the Contractor mu�t demonetrate to the � �oWner�s Repreeentative ehat the mix ;e ccxnpactible by � con�tructing campactioa te�t •ectioa(a) . Test •ection(a) �hail be conetructel ueing the compaction tzain and a v�riety of rolling pattera� that the Contractor expecte to u�e in ehe p�ving operation. A te�t eection vill be con�ide:ed to have e�tabli�hed compactability, ba�ed on T Che reeults of three den�ity determinatione, when the average of the 1 ehree teste exceede 92t of Rice or when all three teete individually exceed 91t of Rice. This will require coaoideration of the pre�ence of a �orrelation factor for the nuclear gauge and may require final T re�olntion after the factor for the �3auge is known. A minimum of 1.00 j compactlon pay factoz eh�ll be ueed until r gauge correlation fantor i• known, and until the mix ie coneidered compactible. When con�truction of the teet section(�) hae demon�trated that the mix i■ aot compaotible, T peving mu�t etop. To re�ume paving, all factors contributing to j � compaction ehell be enalyzed end swg�nee�pwner'g Repreeentative approved change■ made, which may require a new mix de�ig.1. iihen paving i• re�umed, ehe Coneractor mu�t again, ,.a previou�ly defined, demon�trate T that the mix io compactible. If t4e Contractor dx.9 not construct te�t 1 �ection(e) , r:�e mix is con�idered co�actible and all mix placed will be evalueted according to Section 5-01.3(10)B. � Aephalt concrete Cla��an A, B, B, F �td 0 con�tn:cted under coadition� other than lirted above �hall be con�actec' on t'.�e bssi• of a ta�t point evaluation of the co��ction train. The teat Taint evaluacion �hall be T I perfotmed in accord�nce wiih in�tructioa. from the Sn93nee�Ovr�er•s � Repreeeneative. The n+::,�oer of pa��e• with an approved comp�ctioa train, required to attain cee maximum t��t pc�int density, �hall be u�ed on all •ub�equent paving. T, A�ph�lt wn.-rete C�n�e D �nd prelevuling mix �hail be compac[ed to the — � tati�fa�:tion of the �pvmer�s Reore�ent�tive. In add:ition '.o the randomly ■elected loc�tione for tee[• of the contral � � ?ot, t;u &xg#aaetOwner�e Repreeentative rerervee the right to teot any •rea wl�ich appear� defect ve and to r�quire the further compactlon of area� ch�c fall below acceptable den�ity reading�. 2heee edditional � te�t■ ehell not impect the compact:on evaluation of the entire control lot. Joint� � Section 5-04.3 (li) ia ■upplemented with the following: Immediately following the compaction of the top wearing courte, meet line joints where the new asphalt concrete ebute existing a�phalt � concrete p�vement�, portland cement conczete pavement�, oil nrtr, concrece cuzbe and gutter, etc., �hall be ■e�led with STB-1 asphalt. Meet lines ■hall be �ealed w`iile the aer asphalt concrete i• �till waxm by painting with Speci�l Tack Coat (STfi-1) a�phalt and immediately ' covering the a�phalt paint ■tzip with clean, dry paving s�nd nieeting the requirements of Section 9-03.!(4) . Thi• work �hall be considered incida:tal �� the a�ph�le concrete pavement work. luph�lt Coacr�t� Approaeh ' 3ection 5-04.3 (15) is replaced with the folloring: Nhere tAe exi�ting a�ph�lt eonerete drivewaya amst be removed Sn order to , allow conetruction of the new roadway or vhere new a�phalt concrete drivevaye are indicated on the draw•ings or a� directed by the Divieion 5 IE�erett siation page 2 ' H:\Jobs\97093\TRANS\&Np SPfiCS\100\cd\S[reet •Ste 985PECSRI.doc OS/12/00 - Gz � .