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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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The label shall warn the user that the material shall be heated in the range as recommended by <br /> the manufacturer. <br /> 97140 Thermoplastic Material for Wet Weather Pavement Markings . <br /> 971 - 10 . 1 General : Upon cooling to normal pavement temperature , the thermoplastic <br /> material shall produce an adherent, reflective pavement marking capable of resisting deformation <br /> by traffic . The manufacturer shall utilize alkyd based materials only and shall have the option of <br /> lee formulating the material according to their specifications . However, the requirements delineated <br /> in this specification shall apply regardless of the type of formulation used . The pigment, <br /> reflective elements , and filler shall be well dispersed in the resin . The material shall be free from <br /> all skins , dirt and foreign objects . <br /> 971 - 10 . 2 Composition : <br /> Component Test Method White Yellow <br /> Binder 20 . 0 % minimum 20 . 0 % minimum <br /> Ti02 , Type II Ructile ASTM D 476 10 . 0 % minimum N/A <br /> Reflective Elements ASTM D 1155 % minimum per /o° <br /> intermix minimum per manufacturer <br /> (intermix) manufacturer <br /> Yellow Pigment N/A % minimum per manufacturer <br /> Calcium Carbonate % minimum per o <br /> and Inert Filler -200 /o minimum per manufacturer <br /> manufacturer <br /> mesh sieve) <br /> ercentages are by weight. <br /> 97140 . 3 Retroreflective Elements : The reflective elements in the intermix shall be <br /> determined by the manufacturer and identified for the QPL System . <br /> 97140 . 4 Physical Requirements : Laboratory samples shall be prepared in accordance <br /> with ASTM D 4960 and shall meet the following criteria : <br /> Property Test Method Minimum Maximum <br /> Water Absorption ASTM D 570 - 0 . 5 % <br /> Softening Point ASTM D 36 200°F <br /> Low Temperature AASHTO T 250 Pass <br /> Stress Resistance - <br /> Specific Gravity Water displacement 1 . 9 2 . 3 <br /> Indentation Resistance ASTM D 2240 * <br /> Shore Durometer, A2 40 <br /> Impact Resistance ASTM D 256 , Method A 1 . 0 N , m - <br /> Flash Point ASTM D 92 475 °F - <br /> *The durometer and panel shall be at 90T with a 4. 4 ] b load applied. Instrument measurement shall be taken after 15 seconds <br />. <br /> ell <br /> 97140 .4 . 1 Set To Bear Traffic Time : When applied at the temperatures <br /> and thickness specified by Section 702 , the baseline material shall set to bear traffic in not more <br /> than two minutes . When the audible bump is required, the bump shall set to bear traffic in not <br /> more than 10 minutes at ambient air temperatures of 80°F or less and in not more than 15 <br /> minutes for ambient air temperatures exceeding 80°F . <br /> - 234 - <br /> FPID (S ) : 423186 - 1 - 58 - 01 <br /> af�,k'�#z ' <br /> e;e el <br /> dn le <br /> , s saM'^°, t ,. , . <br /> + t sJrt` <br />
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