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I 4-06.3(4) Mixing The asphalt treated base shall be mixed in accordance with the requirements of Section 5- 04.3(8). 4-06.3(5) Hauling Equipment Hauling equipment for asphalt treated base shall conform to the requirements of Section 5- 04.3(2). 4-06.3(6) Spreading and Finishing Asphalt treated base shall be spread with a spreading machine equipped with a stationary, vibratory,or oscillating screed or cut-off device, subject to the approval of the Engineer. Approval of the equipment shall be based on a job demonstration that the finished product will meet all requirements of the Specifications.Automatic controls will not be required. The temperature of the mixture at the time compaction is achieved shall be a minimum of 185°F. 4-06.3(6)A Subgrade Protection Course Unless otherwise specified by the Engineer, the Contractor shall place the asphalt treated base as a protection for the prepared Subgrade on all sections of individual Roadways which are to receive asphalt treated base as soon as 10,000 square yards of Subgrade is completed, or sooner, if required by construction sequencing requirements. This requirement shall not be limited to contiguous areas on the project. The surface of the Subgrade protection layer when constructed on a grading project shall conform to grade and smoothness requirements that apply to the Subgrade upon which it is placed. 4-06.3(6)B Finish Course The final surface course of the asphalt treated base, excluding Shoulders, shall not deviate at any point more than 3/8 inch from the bottom of a 10-foot straightedge laid in any direction on the surface on either side of the Roadway crown. Failure to meet this requirement shall necessitate sufficient surface correction to achieve the required tolerance, as approved by the Engineer, at no expense to the Contracting Agency. When Portland cement concrete pavement is placed on an asphalt base, the surface tolerance of the asphalt base shall be such that no elevation lies more than 0.05 feet below nor 0.00 feet above the plan grade minus the specified plan depth of Portland cement concrete pavement. Prior to placing the Portland cement concrete pavement, any such irregularities shall be brought to the required tolerance by grinding or other means approved by the Engineer,at no expense to the Contracting Agency. 4-06.3(7) Density The asphalt treated base shall be compacted to a density of not less than 80 percent of the maximum theoretical density established for the mix by WSDOT FOP for AASHTO T 209. The density of the base shall be determined by means of tests on cores taken from the Roadway or with the nuclear gauge in accordance with Section 5-04.3(10)B. The frequency of these tests shall be at the discretion of the Engineer, but in no case shall it be less than one control lot for each normal day's production. The use of equipment which results in damage to the materials or produces substandard workmanship will not be permitted. 4-06.3(8) Anti-Stripping Additive An anti-stripping additive shall be added to the asphalt material in accordance with Section 9- 02.4, when directed by the Engineer. HAYES STREET REGULATOR February,2017 AND CSO CONTROLS (SRO1, SRO2, AND SRO3) WO No—UP3398-31 SP - 149