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E <br />plan. Furnish a copy of all temperature readings to the Engineer as they are determined, <br />and a final report within 3 -days of completion of monitoring of each element. <br />If the 35 °F [20 °C] differential has been exceeded, take immediate action, as <br />directed by the Specialty Engineer who must be available for immediate consultation at any <br />time, to retard further growth of the temperature differential. Use a Specialty Engineer to <br />revise the previously accepted plan to ensure compliance on future placements. Do not <br />place any mass concrete until the Engineer has accepted the mass concrete plan(s). When <br />mass concrete temperature differentials are exceeded provide all analyses and test results <br />deemed necessary by the Engineer for determining the structural integrity and durability of <br />j the mass concrete element, to the satisfaction of the Engineer. The Department will make <br />no compensation, either monetary or time, for the analyses or tests or any impacts upon <br />the project. <br />III <br />346 -4 Composition of Concrete. <br />346 -4.1 Master Proportion Table: Proportion the materials used to produce the <br />various classes of concrete in accordance with Table 3: <br />TABLE 3 <br />Class of Concrete <br />Minimum Total Cementitious <br />Materials Content Ib /yd3 [kg /m3] <br />*Maximum Water <br />Cementitious Materials Ratio <br />lb/lb [kg /kgl <br />I (Pavement) <br />508 [3001 <br />0.50 <br />1 (Special) <br />508 [3001 <br />0.50 <br />II <br />564 [3351 <br />0.49 <br />II (Bridge Deck) <br />611 [3651 <br />0.44 <br />III <br />611 [365] <br />0.44 <br />III (Seal) <br />611 [3651 <br />0.52 <br />IV <br />658 [3901 <br />0.41 <br />IV (Drilled Shaft) <br />658 [3901 <br />0.41 <br />V (Special) <br />752 [445] <br />0.37 ** <br />V <br />752 [445] <br />0.37 ** <br />VI 1752 <br />[4451 <br />0.37* <br />*The calculation of the water to cementitious materials ratio (w /cm) is based on the total <br />cementitious material including silica fume, slag, fly ash or metakaolin. <br />"When the use of silica fume or metakaolin is required as a pozzolan, the maximum water <br />cementitious material ratio will be 0.35. <br />346 -4.2 Chloride Content Limits for Concrete Construction: <br />346 -4.2.1 General: Use the following maximum chloride content limits for <br />the concrete application shown: <br />March 2007 01000 -95 03- 4122.D �: <br />