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1 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled <br /> e ycled <br /> 2 Material I 3 In the table, the "Concrete Rubble" value for the item "Gravel Backfill for Drains" is revised to <br /> 4 read "0". <br /> 5 <br /> 6 In the table, the "Concrete Rubble" value for the item "Backfill for Sand Drains" is revised to <br /> 7 read "0". <br /> 8 <br /> 9 In the table, the "Concrete Rubble" value for the item "Sand Drainage Blanket" is revised to <br /> 10 read "0". <br /> 11 <br /> 12 9-04.AP9 I <br /> 13 Section 9-04, Joint and Crack Sealing Materials <br /> 14 August 3, 2015 I <br /> 15 9-04.1(4) Elastomeric Expansion Joint Seals <br /> 16 In this section, "AASHTO M 220" is revised to read "ASTM D 2628". <br /> 17 <br /> 18 9-04.2 Joint Sealants <br /> 19 In the first paragraph, "AASHTO M 324" is revised to read "ASTM D 6690". <br /> 20 <br /> 21 9-04.2(2) Poured Rubber Joint Sealer <br /> 22 In item number 9, "WSDOT Test Method No. 412" is revised to read "ASTM D 5329". <br /> 23 <br /> 24 9-04.2(3) Polyurethane Sealant <br /> 25 The first paragraph is revised to read: <br /> 26 <br /> 27 Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M <br /> 28 or ASTM C 920 Type S Grade NS Class 35 Use M. <br /> 29 1 30 9-05.AP9 <br /> 31 Section 9-05, Drainage Structures and Culverts <br /> 32 April 7, 2014 <br /> 33 9-05.13 Ductile Iron Sewer Pipe <br /> 34 The first paragraph is deleted. <br /> 35 <br /> 36 9-06.AP9 1 <br /> 37 Section 9-06, Structural Steel and Related Materials <br /> 38 January 5, 2015 1 <br /> 39 9-06.5(4) Anchor Bolts <br /> 40 The third sentence of the second paragraph is revised to read: <br /> 41 <br /> 42 Nuts for ASTM F 1554 Grade 36 or 55 black or galvanized anchor bolts shall conform to <br /> 43 ASTM A 563, Grade A or DH. <br /> 44 <br /> I <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />