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I <br /> Ir, ,mmmnu <br /> 1 C15. 8 A_.RIE <br /> I 2 5-04.3(8)A5 Test Results <br /> 3 (January 16, 2014 APWA GSP) <br /> 4 <br /> I 5 The first paragraph of this section is deleted. <br /> 6 <br /> 7 $270:44r3(8)A67R <br /> 8 5-04.3(8)A6 Test Methods <br /> I 9 (January 16, 2014 APWA GSP) <br /> 10 <br /> I 11 Delete this section and replace it with the following: <br /> 12 <br /> 13 Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If <br /> 14 tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. <br /> I 15 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T <br /> 16 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. <br /> 17 <br /> 18 Ir. 4 3:(-14,a <br /> 19 Planing Bituminous Pavement <br /> 20 <br /> I 21 WO*: 140NSTI:GR <br /> 22 Section 5-04.3(14) is supplemented with the following: <br /> 23 <br /> I 24 F50131 ��� Y <br /> 25 (January 5, 2004) <br /> 26 The Contractor shall perform the planing operations no more than *** 19 *** <br /> I27 calendar days ahead of the time the planed area is to be paved with HMA, unless <br /> 28 otherwise allowed by the Engineer in writing. <br /> 29 <br /> 1 <br /> 30 $=04 3(f W. 43,OPWird R5 <br /> 31 (January 5, 2004) <br /> 32 At the start of the planing operation the Contractor shall plane a 500 foot test <br /> I 33 section to be evaluated by the Engineer for compliance with the surface tolerance <br /> 34 requirements. The test section shall have a minimum width of 10 feet. If the <br /> 35 planing is in accordance with the surface tolerance requirements, the Contractor <br /> I 36 may begin production planing. If the planing is not in conformance with the surface <br /> 37 tolerance requirements, the Contractor shall make adjustments to the planing <br /> 38 operation and then plane another test section. <br /> I <br /> 39 <br /> 40 If at any time during the planing operation the Engineer determines the required <br /> 41 surface tolerance is not being achieved, the Contractor shall stop planing. Planing <br /> I 42 shall not resume until the Engineer is satisfied that specification planing can be <br /> 43 produced or until successful completion of another test section. The forward speed <br /> 44 during production planing shall not exceed the speed used for the test section. <br /> 45 <br /> I <br /> 46 The completed surface after planing and prior to paving shall not vary more than <br /> 47 1/4 inch from the lower edge of a 10-foot straightedge placed on the surface <br /> 48 parallel or transverse to the centerline. The planed surface shall have a matted <br /> II <br /> I 41s`STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012); PW#3472 SP-85 February 18,2016 <br />