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1 9-13.5 Concrete Slope Protection <br /> 2 This section is revised to read: <br /> 3111 <br /> 4 Concrete slope protection shall consist of reinforced portland cement or blended <br /> 5 hydraulic cement concrete poured or pneumatically placed upon the slope with a <br /> 6 rustication joint pattern or semi-open concrete masonry units placed upon the slope <br /> 7 closely adjoining each other. <br /> 8 <br /> 9 9-13.5(2) Poured Portland Cement Concrete Slope Protection ' <br /> 10 This section's title is revised to read: <br /> 11 <br /> 12 Poured Portland Cement or Blended Hydraulic Cement Concrete Slope Protection <br /> 13 <br /> 14 9-13.5(3) Pneumatically Placed Portland Cement Concrete Slope Protection <br /> 15 This section's title is revised to read: <br /> 16 <br /> 17 Pneumatically Placed Portland Cement or Blended Hydraulic Cement Concrete <br /> 18 Slope Protection <br /> 19 <br /> 20 The first paragraph is revised to read: <br /> 21 <br /> 22 Cement—This material shall be portland cement or blended hydraulic cement as <br /> 23 specified in Section 9-01. <br /> 24 <br /> 25 9-13.7(1) Rock for Rock Walls and Chinking Material 1 <br /> 26 The first paragraph (up until the colon) is revised to read: <br /> 27 <br /> 28 Rock for rock walls and chinking material shall be hard, sound and durable material, <br /> 29 free from seams, cracks, and other defects tending to destroy its resistance to weather, <br /> 30 and shall meet the following test requirements: <br /> 31 <br /> 32 9-14.AP9 <br /> 33 Section 9-14, Erosion Control and Roadside Planting <br /> 34 January 2, 2018 , <br /> 35 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) <br /> 36 In the second column of Table 1, "ASTM D 586" is revised to read "AASHTO T 267". <br /> 37 <br /> 38 In Table 1, the second to last row is deleted. <br /> 39 <br /> 40 9-16.AP9 <br /> 41 Section 9-16, Fence and Guardrail <br /> 42 April 2, 2018 <br /> 43 9-16.3(5) Anchors <br /> 44 The last paragraph is revised to read: <br /> 45 <br /> 46 Cement grout shall conform to Section 9-20.3(4) and consist of one part portland <br /> 47 cement or blended hydraulic cement and two parts sand. <br /> 48 1 <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 51 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> WSDOT AMENDMENTS Rev 4/2/18 <br /> 1 <br />