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(2331 M) Mineral Filler ...................................... 3145 Hydrated Lime ....................................... 3106 Mineral filler or hydrated lime may be added in an amount not to exceed 5 percent or 2 percent, respectively, of the total weight of aggregate. No direct compensation will be made for incorporation of any such additives. The composite of aggregates for a BA-2 or BA-3 type aggregate shall meet the respective requirements of Specification 3139 relative to crushing, Los Angeles Rattler loss, and spall materials. 2331.3 CONSTRUCTION REQUIREMENTS Construction requirements shall be the same as those specified in 2331.3 except as modified or supplemented by the following: B. Restrictions Restrictions shall be the same as those specified in 2331.3B except as modified by the following: Bituminous wearing or interim wearing course mixtures which are less than one inch in compacted thickness shall be placed uring a period of rising temperature after the air temperature, in the shade and away from artificial heat, has reached 50° F. and indications are for a continuing rise in temperature. During a period of falling temperature, the placement of bituminous wear or interim wearing course mixture (less than one inch) shall be suspended when the air temperature, in the sha a away from artificial heat, reaches 50° F. Bituminous wearing or interim wearing course mixtures which are one inch or greater in compacted thickness be~lac~ed when the air temperature is 50° F. or less provi~d-that the mixture laydown temperature (as measured behind the paver or spreading machine) is at least 260° F. After September 1st a minimum of one (1) pneumatic tired roller shall be used for intermediate rolling, unless otherwise directed by the Engineer. In all cases the rolling operation shall commence as soon as possible after mixture placement. -2-