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1 <br /> 1 Tolerances shall not be cumulative. The most restrictive tolerance shall control. <br /> 2 <br /> 3 Tolerances shall not extend the Work beyond the Right of Way or other legal boundaries <br /> 111 <br /> 4 identified in the Contract documents. If application of tolerances causes the extension of <br /> 5 the Work beyond the Right of Way or legal boundaries, the tolerance shall be reduced for <br /> 6 that specific instance. <br /> 7 <br /> 8 Tolerances shall not violate other Contract requirements. If application of tolerances <br /> 9 causes the Work to violate other Contract requirements, the tolerance shall be reduced <br /> 10 for that specific instance. If application of tolerances causes conflicts with other <br /> 11 components or aspects of the Work, the tolerance shall be reduced for that specific <br /> 12 instance. <br /> 13 1 14 1-05.9 Equipment <br /> 15 The following new paragraph is inserted before the first paragraph: <br /> 16 <br /> 17 Prior to mobilizing equipment on site, the Contractor shall thoroughly remove all loose <br /> 18 dirt and vegetative debris from drive mechanisms, wheels, tires, tracks, buckets and <br /> 19 undercarriage. The Engineer will reject equipment from the site until it returns clean. <br /> 20 <br /> 21 This section is supplemented with the following: <br /> 22 <br /> 111 <br /> 23 Upon completion of the Work, the Contractor shall completely remove all loose dirt and <br /> 24 vegetative debris from equipment before removing it from the job site. <br /> 25 <br /> 26 1-06.AP1 <br /> 27 Section 1-06, Control of Material <br /> 28 January 2, 2018 <br /> 29 1-06.1(3) Aggregate Source Approval (ASA) Database <br /> 30 This section is supplemented with the following: <br /> 31 <br /> 32 Regardless of status of the source, whether listed or not listed in the ASA database the <br /> 33 source owner may be asked to provide testing results for toxicity in accordance with <br /> 34 Section 9-03.21(1). 1 <br /> 35 <br /> 36 1-06.2(2)D Quality Level Analysis <br /> 37 This section is supplemented with the following new subsection: <br /> 38 <br /> 39 1-06.2(2)D5 Quality Level Calculation — HMA Compaction <br /> 40 The procedures for determining the quality level and pay factor for HMA compaction are <br /> 41 as follows: <br /> 42 <br /> 43 1. Determine the arithmetic mean, Xm, for compaction of the lot: <br /> 44 <br /> 45 Xm _ x <br /> n <br /> 46 <br /> 47 Where: <br /> 48 x = individual compaction test values for each sublot in the lot. <br /> I <br />