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Trinity Contractors, Inc 3/1/2017
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Trinity Contractors, Inc 3/1/2017
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Last modified
6/11/2018 10:38:25 AM
Creation date
3/10/2017 2:24:32 PM
Metadata
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Template:
Contracts
Contractor's Name
Trininty Contractors, Inc
Approval Date
3/1/2017
Council Approval Date
2/1/2017
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Citywide Intersection Signing Project
Public Works WO Number
PW3628
Tracking Number
0000497
Total Compensation
$653,910.20
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Trinity Contractors Inc 4/3/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Trinity Contractors Inc. 5/4/2018 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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1 Recycled concrete aggregate shall be in a saturated condition prior to mixing. <br /> 2 <br /> 3 Recycled concrete aggregate shall not be placed below the ordinary high water mark of I <br /> 4 any water of the State. <br /> 5 <br /> 6 9-03.21(1)D Recycled Steel Furnace Slag <br /> 7 This section title is revised to read: <br /> 8 <br /> 9 Steel Furnace Slag <br /> 10 <br /> 11 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled <br /> 12 Material <br /> 13 The following new row is inserted after the second row: <br /> 14 <br /> Coarse Aggregate for Commercial Concrete 9-03.1(4) 0 100 0 0 <br /> 15 <br /> 16 <br /> 17 9-04.AP9 I <br /> 18 Section 9-04, Joint and Crack Sealing Materials <br /> 19 August 1, 2016 <br /> 20 This section is supplemented with the following two new subsections: <br /> 21 <br /> 22 9-04.11 Butyl Rubber Sealant <br /> 23 Butyl rubber sealant shall conform to ASTM C 990. <br /> 24 <br /> 25 9-04.12 External Sealing Band <br /> 26 External sealing band shall by Type III B conforming to ASTM C 877. <br /> 27 <br /> 28 9-04.2(1) Hot Poured Joint Sealants <br /> 29 This section's content is deleted and replaced with the following new subsections: <br /> 30 <br /> 31 9-04.2(1)A Hot Poured Sealant <br /> 32 Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in <br /> 33 accordance with ASTM D5329. <br /> 34 <br /> 35 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement <br /> 36 Hot poured sealant for cement concrete pavement shall meet the requirements of <br /> 37 ASTM D6690 Type IV, except for the following: <br /> 38 <br /> 39 1. The Cone Penetration at 25°C shall be 130 maximum. <br /> 40 <br /> 41 2. The extension for the Bond, non-immersed, shall be 100 percent. <br /> 42 <br /> 43 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement <br /> 44 Hot poured sealant for bituminous pavement shall meet the requirements of ASTM <br /> 45 D6690 Type I or Type II. <br /> 46 <br /> 47 9-04.2(1)B Sand Slurry for Bituminous Pavement I 48 Sand slurry is mixture consisting of the following components measured by total weight: <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> 1 <br /> Revised: 811/16 <br />
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