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Specifications Vol. II
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(09-09-01) Streetscape Improvements 175th Ter & 183rd St
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Specifications Vol. II
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Last modified
5/12/2011 11:13:16 AM
Creation date
5/12/2011 11:12:16 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Median Closure
Bid No. (xx-xx-xx)
09-09-01
Project Type (Bid, RFP, RFQ)
Bid
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<br />.-. <br /> <br />. <br /> <br />..., <br /> <br />. <br /> <br />,., <br /> <br />. <br /> <br />.., <br /> <br />. <br /> <br />.., <br /> <br />. <br /> <br />.., <br />. <br /> <br />r'1 <br /> <br />. <br /> <br />.., <br />. <br /> <br />f"1 <br />. <br /> <br />..., <br />. <br /> <br />..., <br />. <br /> <br />r"'1 <br /> <br />. <br /> <br />,., <br /> <br />. <br /> <br />..., <br />. <br /> <br />.., <br /> <br />. <br /> <br />.., <br />. <br /> <br />11 <br /> <br />. <br /> <br />" <br />. <br /> <br />.., <br />. <br /> <br />TABLE 1 <br />BRIDGE SUPERSTRUCTURES <br /> Slightly Aggressive Moderately Extremely Aggressive <br />Component Environment Aggressive Environment <br /> Environment <br />and Prestressed Fly Ash and/or Slag, or Slag <br />Elements Type II, Type IP, Type <br /> IS, or Type IP (MS) <br /> Type I with Fly Ash <br />Cast In Place Type I and/or Slag, Type II, Type II with Fly Ash <br />Type IP, Type IS, 01 or Slag <br /> Type IP (MS) <br />BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES <br /> Slightly Aggressive Moderately Extremely Aggressive <br />Component Aggressive <br /> Environment Environment Environment <br /> Type I with Fly Ash <br />All Elements Type I or Type III and/or Slag, Type II, Type II with Fly Ash <br />Type IP, Type IP (MSl, or Slag <br /> or Type IS <br /> <br />346-2.3 Pozzolans and Slag: Use as desired, on an equal weight replacement basis, <br />fly ash, silica fume, metakaolin, other pozzolans, and slag materials as a cement <br />replacement in all classes of concrete, with the following limitations: <br />(1) Mass Concrete: <br />a. Fly Ash-ensure that the quantity of cement replaced with fly ash is <br />18% to 50% by weight, except where the expected core temperature is to rise above <br />1650 F. When the core temperature is expected to rise above 1650 F, the percentage of <br />fly ash is required to be 35% to 50% by weight. <br />b. Slag-ensure that the quantity of cement replaced with slag is 50% <br />to 70% by weight. Ensure that slag is 50% to 55% of total cementitious content by <br />weight of total cementitious materials when used in combination with silica fume and/or <br />metakaolin. <br />c. For Slightly and Moderately Aggressive environments ensure that <br />there is at least 20% fly ash by weight and 40% Portland cement by weight for mixes <br />containing Portland cement, fly ash and slag. <br />(2) Drilled Shaft: <br />a. Fly Ash-ensure that the quantity of cement replaced with fly ash is <br />33% to 37% by weight. <br />b. Slag-ensure that the quantity of cement replaced with slag is 58% <br />to 62 % by weight. <br />(3) For all other concrete uses not covered in (1) and (2) above, <br />a. Fly Ash-ensure that the quantity of cement replaced with fly ash is <br />18% to 22% by weight. <br />b. Slag-ensure that the quantity of cement replaced with slag is 25 % <br />to 70% for Slightly and Moderately Aggressive environments, and 50% to 70% by weight <br />when used in Extremely Aggressive environments. Ensure that slag is 50% to 55% of total <br /> <br />09/09 <br /> <br />01000-89 <br /> <br />03-4122.F <br />
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