Ariston Pacific, Inc. 5/9/2016 - Laserfiche WebLink

I 1 Material for common borrow shall consist of granular or nongranular soil and/or I 2 3 aggregate which is free of deleterious material. Deleterious material includes wood, organic waste, coal, charcoal, or any other extraneous or objectionable material. The 4 material shall not contain more than 3 percent organic material by weight. The plasticity 5 index shall be determined using test method AASHTO T 89 and AASHTO T 90. 6 7 The material shall meet one of the options in the soil plasticity table below. 8 I 9 10 Soil Plasticity Table Plasticity IOption Sieve Percent Passing Index No. 1 200 0 - 12 N/A I No. 2 200 12.1 - 35 6 or Less I 3 No. 200 Above 35 0 11 All percentages are by weight. I 12 13 If requested by the Contractor, the plasticity index may be increased with the approval 14 of the Engineer. I 15 16 9-03.14(4) Gravel Borrow for Structural Earth Wall 17 In the second table, the row beginning with "pH" is revised to read: 18 1 pH WSDOT Test 4.5 - 9 5 — 10 Method T 417 I 19 20 9-03.21(1) General Requirements 21 The following new paragraph is inserted after the second paragraph: I 22 23 Reclaimed asphalt shingles samples shall contain less than the maximum percentage of 24 asbestos fibers based on testing procedures and frequencies established in conjunction 25 with the specifying jurisdiction and state or federal environmental regulatory agencies. I26 27 9-03.21(1)B Vacant 28 This section, including title, is revised to read: I29 30 9-03.21(1)B Concrete Rubble 31 Concrete rubble shall not be placed below the ordinary high water mark of any water of I 32 the State. 33 34 9-03.21(1)D Recycled Steel Furnace Slag I 35 This section is supplemented with the following new sentence: 36 37 Recycled steel furnace slag shall not be placed below the ordinary high water mark of I 38 any water of the State. 39 I I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/3/15