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( <br /> I 1 include an original sample location. A minimum of three random <br /> 2 samples of the suspect material will be obtained and tested. The <br /> � 3 material will then be evaluated for price adjustmer�t in accordance <br /> 4 with the statistical evaluation section. This material will be <br /> 5 considered a separate lot. <br /> i 6 <br /> 7 4. An Entire Sublot. If an entire sublot is rejected in accordance with <br /> 8 Section 1-06.2, four additional random samples from this sublot <br /> � 9 will be obtained and the sublot evaluated as an independent lot <br /> 10 with the original test result included as a fifth test with the new <br /> 11 independent lot inste�d of with the original I�t. <br /> 12 <br /> ` 13 5. A Lot in Progress. The Contractor shall shut down operations and <br /> � 14 shall not resume HMA placement until such time as the Project <br /> 15 Engineer is satisfied that specification material can be produced: <br /> � 16 <br /> 17 a. When the Composite Pay Factor (CPF) of a lot in <br /> 18 progress drops below 1.00 and the Contractor is taking <br /> � 19 no corrective action, or <br /> 20 b. When the Pay Factor (PF) for any constituent of a lot in <br /> 21 progress drops below 0.95 and the Contractor is taking <br /> � z2 no co!rective action, or <br /> 23 c. When either the PFi for any constituent or the CPF of a <br /> 24 lot in progress is less than 0.75. <br /> I 25 <br /> 26 6. An Entire Lot. An entire Ict with a CPF of less than 0.75 will be <br /> 27 rejected. The designated percentage reduction as defined in <br /> 28 Section 1-06.2(2)B under Financial Incentive Paragraph 1, Item 3, <br /> I Z9 shall be 25 percent. <br /> 30 <br /> 31 5-04.3(9) Spreading and Finishing <br /> I 32 The HMA shall be laid upon an approved surface, spread, and struck off to the <br /> 33 grade and elevation established. HMA pavers complying with Section 5-04.3(3) <br /> 34 shali be used to distribute the HMA mixture. Unless othervvise directed by the <br /> � 35 Engineer or specified in the Plans or in the Special Provisions, the nominal <br /> 36 compacted depth of any layer o` any course shall not exceed the following <br /> 37 depths: <br /> � 38 <br /> 39 HMA Class E 0.35 foot <br /> 40 HMA Class A and B 0.35 foot <br /> I 41 when used for k3ase Course <br /> 42 HMA Class A, B, and F 0.25 fool <br /> 43 HMA Class G 0.10 foot <br /> � 44 HMA Class D 0.08 fcot <br /> 45 <br /> 46 On areas where irregularities or unavoidable obstacles make the use of <br /> 47 mechanical spreading and finishing equipment impractical, the paving may be <br /> 48 done with other equipment or by hand. <br /> 49 <br /> Port ol Everett FAWAT-03-039 <br /> Satellite RaiVBarge Trensfer Facility Flnal Port Ravtew Dreft <br /> � Phase 1: Pier Constructfon 63 75 March 2005 <br />