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I <br /> 1 cement or blended hydraulic cement, nor sooner than 7 days when made with Type III <br /> 2 portland cement. <br /> 3111 <br /> 4 9-06.AP9 <br /> 5 Section 9-06, Structural Steel and Related Materials <br /> 6 January 2, 2018 I <br /> 7 9-06.5 Bolts <br /> 8 This section's title is revised to read: I <br /> 9 <br /> 10 Bolts and Rods <br /> 11 1 12 9-06.5(4) Anchor Bolts <br /> 13 This section, including title, is revised to read: <br /> 14 <br /> 111 <br /> 15 9-06.5(4) Anchor Bolts and Anchor Rods <br /> 16 Anchor bolts and anchor rods shall meet the requirements of ASTM F1554 and, unless <br /> 17 otherwise specified, shall be Grade 105 and shall conform to Supplemental <br /> 18 Requirements S2, S3, and S4. <br /> 19 <br /> 20 Nuts for ASTM F1554 Grade 105 black anchor bolts and anchor rods shall conform to <br /> 21 ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts <br /> 22 and anchor rods shall conform to either ASTM A563, Grade DH, or AASHTO M292, <br /> 23 Grade 2H, and shall conform to the overtapping, lubrication, and rotational testing <br /> 24 requirements in Section 9-06.5(3). Nuts for ASTM F1554 Grade 36 or 55 black or <br /> 25 galvanized anchor bolts and anchor rods shall conform to ASTM A563, Grade A or OH. <br /> 26 Washers shall conform to ASTM F436. <br /> 27 <br /> 28 The bolts and rods shall be tested by the manufacturer in accordance with the <br /> 29 requirements of the pertinent Specification and as specified in these Specifications. <br /> 30 Anchor bolts, anchor rods, nuts, and washers shall be inspected prior to shipping to the <br /> 31 project site. The Contractor shall submit to the Engineer for acceptance a <br /> 32 Manufacturer's Certificate of Compliance for the anchor bolts, anchor rods, nuts, and <br /> 33 washers, as defined in Section 1-06.3. If the Engineer deems it appropriate, the <br /> 34 Contractor shall provide a sample of the anchor bolt, anchor rod, nut, and washer for <br /> 35 testing. <br /> 36 <br /> 37 All bolts, rods, nuts, and washers shall be marked and identified as required in the <br /> 38 pertinent Specification. <br /> 39 <br /> 40 9-06.18 Metal Bridge Railing <br /> 41 The second sentence of the first paragraph is revised to read: <br /> 42 <br /> 43 Steel used for metal railings, when galvanized after fabrication in accordance with <br /> 44 AASHTO M111, shall have a controlled silicon content of either 0.00 to 0.06 percent or <br /> 45 0.15 to 0.25 percent. <br /> 46 1 <br /> 1 <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 49 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> WSDOT AMENDMENTS Rev 4/2/18 <br />