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1 2.05 PENETRATION SEAL <br /> 2 <br /> 3 A. The bituminous binder shall meet all requirements of Caltrans Standard Specification <br /> 4 Section 94-1.02 including Table 1 for Type SS-1 slow setting anionic asphaltic emulsion. <br /> 5 Water shall be added in accordance with Caltrans Standard Specification Section 37-1.02. <br /> s <br /> 7 B. The screenings shall meet all requirements of Caltrans Standard Specification Sections <br /> 8 37-1.01 and 37-1.02 for the medium fine gradation (5/16-inch x Number 8). <br /> s <br /> 10 <br /> 11 PART 3: EXECUTION ' <br /> 12 <br /> 13 3.01 CLASS 2 AGGREGATE BASE <br /> 14 '15 Wherever indicated in these Specifications and/or on the Drawings, Class 2 aggregate base <br /> 18 shall be placed to the indicated depth. Placement, moisturizing, spreading, and compacting <br /> 17 of Class 2 aggregate base shall meet all requirements of Caltrans Standard Specifications <br /> 18 Section 26-1.03 through 26-1.05, inclusive, and the details on the Drawings. <br /> 19 <br /> 20 3.02 PRIME COAT <br /> 21 <br /> 22 Wherever indicated in these Specifications and/or on the Drawings, prime coat shall be <br /> 23 applied in accordance with Caltrans Standard Specification Section 39-4.02. <br /> 24 <br /> 25 3.03 ASPHALT CONCRETE t <br /> 28 <br /> 27 Asphalt concrete shall be placed where indicated on the Drawings. Storing, proportioning, <br /> 28 mixing, equipment, spreading, compacting, and miscellaneous asphalt concrete shall <br /> 29 conform to the requirements of Caltrans Standard Specifications Sections 39-3, 39-5, 39-6, <br /> 30 and 39-7. <br /> 31 <br /> 32 3.04 PENETRATION SEAL <br /> 33 <br /> 34 Wherever indicated on the Drawings, penetration seal shall be applied. Application shall <br /> 35 conform to the requirements of Caltrans Standard Specification Sections 37-1.04, 37-1.05, <br /> 38 37-1.06 and 37-1.07. The penetration seal shall be applied no sooner than three months <br /> 37 after placement of the asphalt paving. <br /> 38 <br /> 39 3.05 PAVING SECTION <br /> 40 <br /> 41 The minimum paving section shall be 2 inches of asphaltic concrete over 6 inches of base , <br /> 42 rock on the Entrance Road. The top six inches of subgrade shall be compacted to 95 <br /> 43 percent relative density under the Entrance Road. <br /> 44 <br /> 45 <br /> as <br /> 47 <br /> 48 END OF SECTION <br /> i <br /> PAVING <br /> 050594 02513-2 <br /> r <br />