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I1 <br /> 2 "Cement Concrete Compliance Adjustment", by calculation. <br /> 3 <br /> 4 Payment for"Cement Concrete Compliance Adjustment" will be calculated by <br /> 5 multiplying the unit Contract price for the cement concrete pavement, times the volume <br /> 6 for adjustment, times the percent of adjustment determined from the calculated CPF <br /> 7 and the Deficiency Adjustment listed in Section 5-05.5(1)A. <br /> 8 <br /> 9 6-01.AP6 <br /> 10 Section 6-01, General Requirements for Structures <br /> 11 January 2, 2018 <br /> 1 12 6-01.10 Utilities Supported by or Attached to Bridges <br /> 13 In the third paragraph, "Federal Standard 595" is revised to read "SAE AMS Standard 595". <br /> 14 <br /> 15 6-01.12 Final Cleanup <br /> 16 The second paragraph is deleted. <br /> 17 <br /> 18 6-02.AP6 <br /> 19 Section 6-02, Concrete Structures <br /> 1 20 April 2, 2018 <br /> 21 6-02.1 Description <br /> 22 The first sentence is revised to read: <br /> 23 <br /> 24 This Work consists of the construction of all Structures (and their parts) made of <br /> 25 portland cement or blended hydraulic cement concrete with or without reinforcement, <br /> 26 including bridge approach slabs. <br /> 27 <br /> 28 6-02.2 Materials <br /> 1 29 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland <br /> 30 Cement Concrete" are revised to read: <br /> 31 <br /> 32 Cement 9-01 <br /> 33 Aggregotes for Concrete 9-03.1 <br /> 34 <br /> 35 6-02.3(2) Proportioning Materials <br /> 36 The second paragraph is revised to read: <br /> 37 <br /> 38 Unless otherwise specified, the Contractor shall use Type I or II portland cement or <br /> 39 blended hydraulic cement in all concrete as defined in Section 9-01.2(1). <br /> 40 <br /> 41 6-02.3(2)A Contractor Mix Design <br /> 42 The last sentence of the last paragraph is revised to read: <br /> 43 <br /> 44 For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of <br /> ' 45 7.5 percent for all concrete placed above the finished ground line unless noted <br /> 46 otherwise. <br /> 47 <br /> 48 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D <br /> 49 Item number 5 of the first paragraph is deleted. <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 16 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> 111 WSDOT AMENDMENTS Rev 4/2/18 <br />