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I <br /> 1 <br /> I1 2 3 4 <br /> x y x y x y x y <br /> 0.230 0.754 0.266 0.500 0.367 0.500 0.444 0.555 <br /> 1 2 <br /> 3 b. The daytime luminance factor (Y) shall be at least 7, but no more than 35. <br /> 4 <br /> I 5 c. The nighttime chromaticity coordinates for the color used for <br /> 6 green colored pavement shall be as follows: <br /> 7 <br /> i <br /> 1 2 3 4 <br /> x y x y x y x y <br /> 0.230 0.754 0.336 0.540 0.457 0.500 0.479 0.520 <br /> I 8 <br /> 9 8-26.2(1) PCSS Material Properties <br /> 10 <br /> I 11 The polymer cement surface, or approved equal shall provide a skid and abrasion <br /> 12 resistant surface and meet or exceed the requirements in Table 8-26.2(1), which are <br /> 13 included in the specifications or specified by the engineer. <br /> I 14 <br /> 15 <br /> Table 8-26.2(1). Polymer Cement Material Properties <br /> IDescription _ Test Method Value <br /> Compressive Strength, (at 28 days) ASTM C-109 > 3,200 PSI <br /> I2" Cube1 <br /> Tensile Strength 1 ASTM C-190 > 350 PSI <br /> IBond Strength with Asphalt 1, 2 ASTM C-1583 > 250 PSI <br /> Length Change 1 ASTM C-157 < 0.024% <br /> ISolar Reflectivity Index 3, 4 ASTM C- > 0.29 <br /> 1549 ASTM <br /> IE-1980 <br /> Wet Mix Flowability7 ASTM C-939 20-45 sec <br /> IWet Mix Air Voids? Chase Meter < 6% <br /> Total Air Content 5 Microscope Analysis < 5% <br /> 1 of Section <br /> Flexibility 6 1/2" Thick Beam under ? '/2" <br /> I <br /> Static Load — Max. <br /> Deflection <br /> 1 16 <br /> I <br /> FLEMING BICYCLE CORRIDOR 77 <br /> 1 PW 3767 November 15,2022 <br />