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� 01100 P�e 3 <br /> EARTHWORK <br /> ( C. All material tesn pedortned by the Convactor for artlfludon purposa ahall contortn W the <br /> folloaing: <br /> I1. Laborawry Optlmum Moisturc Conunt and Maximum Dry Dentity: Moismre densiry <br /> standard ASfM D1557 method. <br /> I 2. In-piaa Densiry Detem�inadon: SaM oone method,ASI'M D1S56,is spedtieA but Nuclear <br /> Method ASI'M D2922, may be used u an dlemate it qudiry aonw� checks indicate <br /> nuclwr gsuge can mru�atenUy InNcate tat densltlea wdthin 2 PCF ot sand cone test results. <br /> l3. S{CVE MA fCfElfl NBI�SI6 OI IIIIO WIA OOiiit 8$�Il�itl: ASfM D422 <br /> I 4. Clauiflcatlon o(Soils: ASI'M D2467. <br /> 5. Tut Method for Liquid Limit, Plaztic Limit and PlasUdry Index of Soils: ASI'M D4318. <br /> I D. In•place densiry tats ahell be perfortned a minimum of ona every 100 ry of fill material pleced. <br /> The ContracWr ahell teke su� oorrective meuures `t nec�ssary in a�� ereas which result in a <br /> failing test w fnsuro contormance eo�he Convact requirements. Nil ueati which ruult in a tailing <br /> Itut shall be reteated upon oompletlon d corrative eHoru. <br /> 1.05 SUBMiTTALS <br /> ( A. ContracWr �hall tulxnit tor approval in �+rfdne by the Engineer, project vettic control plan <br /> shoving locatlon M all heul meds end dte�ervix roadt;a wrork uea plan designadng the various <br /> acddda on aite,sueh u metedds storeye,fud dl and`es tadlitla,w�atite disposal,etc., and the <br /> � areu W be udlized;atodcpiling plen detailing atocJcpfle eonfiguratlon,tayout and drainage;and a <br /> plan G�use water aprinkling or an equivalent aervia tor preventlne the generatlon o(dust due to <br /> opera�'on in conawcdon zonea,alon4 haul routa,in equipment parldng ereu,end in weste ereac <br /> I located on the site. 'ITiese p�ar�s shel� be autxnitted W the Dafgn Engineer for review within 10 <br /> working daya trom the date d the Noda W Proceed. <br /> I g, Convactor ahall abmil W the F.ngineer dl Quelfry Ca�vol Reports e�d v� other tudng report <br /> forR�S whlch auppDrt the tesdna reQUircmenb. <br /> C. For all BII matedela,ConVacar ahall provide�artlficadon of gradatlon end wmplience a+ith the <br /> Iatandazd� referenced in Paregraph 2.0, Producn. <br /> D. Contractor shall provfde new cert3flcadon and compliana tau when the wurce or stockpile from <br /> which matedals ere obuined la chenged. Include Oualiry Contrd tadng and inspecdon in the <br /> IContract price bid,compietr,no addirional compensadon shall be made for such tating. <br /> ' g. As requated by the Deaign Engineer for Qualiry Assurancx teadng,the Convactor shall tumish <br /> samples from material evaileble on-site or from the Convactor'a wura or aupplier. <br /> F. Contractor shall submit for Daign Engineer rcview, �paiticatlona on al� compactlon and fill <br /> Iconvol equipment at leut U dayc betorc intended use. <br /> 1,U6 EXCAVATION SAFEfY <br /> I p, Provfde necessary matcdals w shorc u�d braa temporuy excavadons W prevent slope failurc,to <br /> prevent adjeant surface tetUement,to prwfde tdery,and to protect publlc�nd private property <br /> ( and permanmt Improvements from damage durinQ oonswctlon. <br /> ( BDBP <br /> 090190 <br />