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2011-226B.1
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2011-226B.1
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Last modified
2/17/2016 2:18:33 PM
Creation date
10/1/2015 3:12:48 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/01/2011
Control Number
2011-226B.1
Agenda Item Number
8.N.
Entity Name
Goodson Paving
Subject
Contract and Specifications Old Dixie Sidewalk
Volume II
Area
Old Dixie Highway from 38th Lane to 65th St.
Project Number
0845
Bid Number
2011045
Supplemental fields
SmeadsoftID
10419
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923 -3 . 2 Recycled and Reclaimed Water : Recycled and reclaimed water shall be tested <br /> before use and shall not exceed the limits in Table 1 : <br /> Table 1 <br /> Chemical Test Test Method Maximum (%) <br /> Equivalent Alkalis as (Na20 + 0 . 658 K20) ASTM D 6919 0 . 06 <br /> Total Solids AASHTO T 26 5 . 00 <br /> Total Chlorides as Cl- ASTM D 512 0 . 031 <br /> Total Sulfates as SO4 ASTM D 516 0 . 30 <br /> 923 -3 .3 Open Bodies of Water and Well Water : Open bodies of water and well water <br /> shall be tested before use and shall not exceed the limits of Table 2 : <br /> Table 2 <br /> Chemical Test Test Method Maximum (%) <br /> Acidity or Alkalinity Calculated in terms of Calcium AASHTO T 26 F <br /> Carbonate 0 . 05 <br /> Total Organic Solids AASHTO T 26 0 . 05 ' <br /> Total Inorganic Solids AASHTO T 26 0 . 08 <br /> Total Chlorides as Cl- ASTM D 512 0 . 031 <br /> Total Sulfates as SO4 ASTM D 516 0 . 30 <br /> 923 -4 Physical Requirements for Mortar. <br /> Mortar shall be tested in accordance with ASTM C 109 with the following exception : the <br /> mortar shall not be tested for flow . The mortar, composed of the sampled water, shall have a <br /> compressive strength of not less than 90% when compared to a mortar prepared using distilled <br /> water and tested at seven days . <br /> Water of a questionable quality, as determined by the Department, shall be subject to the <br /> acceptance criteria for time of set as required by ASTM C 1602 , Table 1 . <br /> 926 EPDXY COMPOUNDS . <br /> (REV 1440) (FA 14440) (740) <br /> ARTICLE 9264 (Pages 854 — 855 ) is deleted and the following substituted : <br /> 9264 Types of Compounds . <br /> Epoxy resin compounds for application to portland cement concrete , bituminous cement <br /> concrete, metals and other type surfaces shall be two-component systems of the applicable of the <br /> following types as designated . <br /> T e Description <br /> A An epoxy resin, for bonding fresh concrete to hardened concrete . <br /> B epoxy resin adhesive , for bonding hardened concrete to hardened concrete and <br /> constructing doweled splices in precast prestressed concrete piles . <br /> E fluid epoxy for crack injection in the repair of old structures . <br /> - 211 - <br /> Ir FPID ( S ) : 423186 - 1 - 58 - 01 <br />
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