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Granite Construction Company 5/1/2018
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Granite Construction Company 5/1/2018
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Entry Properties
Last modified
5/3/2018 10:05:06 AM
Creation date
5/3/2018 10:03:21 AM
Metadata
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Contracts
Contractor's Name
Granite Construction Company
Approval Date
5/1/2018
Council Approval Date
4/18/2018
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Hot Mix Asphalt Overlay 2018 Project
Public Works WO Number
PW3667
Tracking Number
0001181
Total Compensation
$3,252,113.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
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I 1 9-07.1(2) Bending <br /> 9 <br /> 2 The first two sentences of the first paragraph are deleted and replaced with the following two <br /> I <br /> 3 new sentences: <br /> 4 <br /> 5 Steel reinforcing bars shall be cut and bent cold to the shapes shown on the Plans. <br /> I <br /> 6 Fabrication tolerances shall be in accordance with ACI 315. <br /> 7 <br /> 8 9-10.AP9 <br /> I 9 Section 9-10, Piling <br /> 10 August 1, 2016 <br /> I 11 9-10.3 Cast-In-Place Concrete Piling <br /> 12 This section is revised to read: <br /> 13 <br /> I <br /> 14 Reinforcement for cast-in-place concrete piles shall conform to Section 9-07.2. <br /> 15 <br /> 16 9-11.AP9 <br /> I 17 Section 9-11, Waterproofing <br /> 18 January 3, 2017 <br /> I 19 This section (and all subsections), including title, is revised to read: <br /> 20 <br /> 21 9-11 Waterproof Membrane <br /> 22 9-11.1 Asphalt for Waterproofing <br /> 23 Waterproof membrane shall be a sheet membrane conforming to ASTM D 6153 <br /> 24 Type III, the puncture capacity specified below, and either the thin polymer sheet <br /> 25 tensile stress or the geotextile and fabric grab tensile strength specified below: <br /> 26 <br /> Performance Properties Test Method Specification <br /> Requirements <br /> ITensile Stress ASTM D 882 75 pounds per inch <br /> (for Thin Polymer Sheets) min. <br /> Grab Tensile Strength ASTM D 4632 <br /> I (for Geotextiles and (Woven or 200 pounds min. <br /> Fabrics) Nonwoven) <br /> Puncture Capacity <br /> I (For Thin Polymer Sheets, ASTM E 154 200 pounds min. <br /> Geotextiles and Fabrics) <br /> 27 <br /> I 28 Waterproofing membrane will be accepted based on a Manufacturer's Certificate of <br /> 29 Compliance with each lot of waterproof membrane. <br /> 30 <br /> 31 9-11.2 Primer for Waterproof Membrane <br /> I <br /> 32 The primer for the waterproof membrane shall be appropriate for bonding the sheet <br /> 33 membrane to the bridge deck surface and shall be compatible with the membrane <br /> 34 in accordance with the waterproof membrane manufacturer's recommendations. <br /> I 35 <br /> 36 9-14.AP9 <br /> 37 Section 9-14, Erosion Control and Roadside Planting <br /> I <br /> 38 January 2, 2018 <br /> 39 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) <br /> I <br /> 40 In the second column of Table 1, "ASTM D 586" is revised to read "AASHTO T 267". <br /> HOT MIX ASPHALT OVERLAY-2018 PAGE 43 OF 53 March 6, 2018 <br /> I WORK ORDER#3667 <br /> AMENDMENTS TO STANDARD PROVISIONS <br />
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