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D—uc I Min 400 <br />13. The requirements for RS-2 are as follows: <br />Sa bolt -Fur )I Viscosity. 25°C, s <br />75-400 <br />Residue from Res. by Dist. % <br />Min <br />68 <br />Portion, from Res. by Dist. ml <br />Oil per 1009. Emul. <br />Max <br />4.0 <br />Settlement, 5 days % <br />Max <br />5 <br />Demulsibilit , % <br />Min <br />50 <br />Sieve Test % <br />Max <br />0.10 <br />Penetration <br />100-200 <br />Solubility in Or , Solv., % <br />Min <br />97.5 <br />Ductility, 25°C, mm <br />Min <br />400 <br />IX. PART B: PCC MATERIALS <br />A. Prevailing specifications/INDOT Standard Specification Section: 213, 502, 504, 506, 901, 904, <br />912, 913 <br />B. Additions: <br />1. Non -chloride accelerator shall be added to Class A Concrete or Class A High Early <br />Concrete at the City's request. <br />a. Each unit of non -chloride accelerator shall correspond to the quantity of additive <br />required to obtain the specified composition (0.5%, 1%, or 2%) per cubic yard of <br />concrete. <br />b. The payment for adding the non -chloride accelerator will be made for each cubic <br />yard of concrete with the additive ordered. <br />X. PART C: AGGREGATE MATERIALS <br />A. Prevailing specifications/INDOT Standard Specification Section: 301, 302, 303, 621, 904, 914 <br />B. Additions: <br />1. Topsoil must be screened and free of foreign debris. <br />2. Topsoil will be tested for PH level. <br />XI. PART D: SEWER MATERIALS <br />A. Prevailing specifications/INDOT Standard Specification Section: 908, 907. 910, <br />piIIIIIIIIIIETIM".1 <br />1. Manhole risers shall conform to the following: <br />a. All risers shall pivoted turnbuckle adjustable riser rings <br />b. Adjustable turnbuckle must be pivoted on 304 stainless steel roll pins at both ends <br />which eliminates binding of mechanism when expanding or contracting manhole <br />riser. <br />c. The linkage assembly shall not contain tac-welds. <br />Ver. 13 — 6101115 <br />