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2011-226B.1
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2011-226B.1
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Entry Properties
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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INN I <br /> Ine On' I IN <br /> �.i: ,.:., �y,,.> .,Rvkt , - <br /> -- - .: «. , ` .. .. . M "I , . r ,? . ,_ rmm�;� <br /> "No- . r . . ._ ,..., ,_ <br /> used . The pigment, glass spheres , and filler shall be well dispersed in the resin . The material <br /> IN <br /> shall be free from all skins, dirt and foreign objects . <br /> 971 -5 . 2 Composition . <br /> Component Test Method White Yellow <br /> IN I Binder 20 . 0 % minimum 20 . 0 % minimum <br /> TiO2 , Type II Rutile ASTM D 476 10 . 0 % minimum - <br /> Glass Spheres AASHTO T 250 40 . 0% minimum 40 . 0% minimum <br /> Yellow Pigment _ % minimum per <br /> Ilk Imanufacturer <br /> Calcium Carbonate and Inert Filler (- <br /> 200 mesh sieve) 30 . 0 % maximum 37 . 5 % maximum <br /> ercentages are by weight. <br /> The alkyd/maleic binder must consist of a mixture of synthetic resins (at least one <br /> synthetic resin must be solid at room temperature) and high boiling point plasticizers . At least <br /> one-half of the binder composition must be 100 % maleic -modified glycerol of rosin and be no <br /> less than 15 % by weight of the entire material formulation . <br /> 97J -5 . 3 Glass Spheres : The glass spheres in the intermix shall consist of 50 % Type 1 <br /> and 50% Type 3 . Glass spheres shall meet the requirements of 971 -2in . <br /> end 971 -5 . 4 Sharp Silica Sand : Sharp silica sand used for bike lane symbols and pedestrian <br /> crosswalk lines shall meet the following gradation requirements : <br /> Sieve Size % Passing <br /> 20 100 <br /> 50 0 to 10 <br /> 971 -5 . 5 Physical Requirements : Laboratory samples shall be prepared in accordance LIN <br /> with ASTM D 4960 and shall meet the following criteria : <br /> Property Test Method Minimum Maximum <br /> Ilk Water Absorption ASTM D 570 - 0 . 5 % <br /> Softening Point ASTM D 36 195 °Fell <br /> - <br /> Low Temperature AASHTO T 250 Pass <br /> Stress Resistance - <br /> IN <br /> Specific Gravity Water displacement 1 . 9 2 . 3 <br /> IN k <br /> Indentation Resistance ASTM D 2240 * 40 75 <br /> Shore Durometer, A2 <br /> Ilk <br /> Impact Resistance FASTM D 256 , Method A 1 . 0 Nom - <br /> Flash Point ASTM D 92 475 °F - <br /> *The durometer and panel shall be at I I OT with a 4 . 4 Ib load applied . Instrument measurement shall be taken after <br /> 15 seconds . <br /> 971 -5 . 5 . 1 Set To Bear Traffic Time : The thermoplastic shall set to bear traffic in not IN <br /> more than two minutes . <br /> - 228 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br /> SNINN IN <br /> INN kkkeek" <br /> re 7 <br /> J, NIO <br /> f !`E - {- 4'sfit f ' Y k` Sa< f 5` 77 h .'� S <br /> § 14 IN I I <br /> i y; <br /> ere <br /> t <br /> Ile r € N' r <br /> a> . . . .-�u . _ ._r . ,�. au � . .., . .:�,. , .. rs �. .,,. m. w,.. . e, > _ ,.... . . . , ,.. <br /> s , x . t.... ,�s;, _ .., I. . . . 1 ,. .. . <br />
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