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STREET NAME BEGIN LOCATION END LOCATION AREA TREATMENT(*) <br /> MEADOWBROOK CT FOREST HILL DR END 11644 OL <br /> LAFAYETTE CT FOREST HILL DR END 14839 OL <br /> FAIRBROOK CT HILLCREST WAY END 13180 OL <br /> FOOTHILL RD 320'S/O MUIRWOOD DR (S) RACOON HOLLOW 69496 <br /> CT SAMI <br /> ASHWOOD DR EASTWOOD WAY LEMONWOOD DR 36399 SAMI <br /> ALDERWOOD CT MUIRWOOD DR END 7589 OUF <br /> EASTWOOD WAY MUIRWOOD DR COUNTY LINE 11877 SAMI <br /> LEMONWOOD WAY MUIRWOOD DR ASH WOOD DR 13180 OL <br /> ARROYO DR ENSENADA DR ENSENADA DR 23490 OUF <br /> ARROYO CT ENSENADA DR END 12330 OUF <br /> ENSENADA DR FOOTHILL RD ARROYO CT 25310 SAMI <br /> SEGUNDO CT ENSENADA DR END 13590 OL/F <br /> FOOTHILL FRONTAGE ENSENADA DR END 34700 OUF <br /> FOOTHILL RD FOOTHILL PL LONGVIEW DR 29500 SAMI <br /> DUBLIN CANYON RD FOOTHILL RD CITY LIMIT 266030 SAMI/OL <br /> (*) OL: Overlay <br /> OL/F: Overlay with Fabric <br /> SAMI: Stress Absorbing Membrane Interlayer <br /> Staff has recommended that the following construction methods be utilized for this <br /> project: <br /> Overlay: This construction method involves grinding the edges of the existing <br /> pavement, and placing a new surface course of 1.5" or 1.75" thickness of asphalt <br /> concrete on top of the existing pavement. <br /> Overlay with Fabric: This construction method involves grinding the edges of the <br /> existing pavement, and placing a layer of pavement fabric prior to applying a new <br /> surface course of 1.5" or 1.75" thickness of asphalt concrete on top of the existing <br /> pavement. <br /> Overlay with Rubberized Chip Seal: This construction method involves grinding the <br /> edges of the existing pavement, placing a 3/8" layer of asphalt-rubber binder and <br /> aggregate pre-coated with paving asphalt (called rubberized chip seal), and then <br /> placing a new surface course of 1.5" to 1.75" thick of asphalt concrete. This method is <br /> known as Stress Absorbing Membrane Interlayer (SAMI). The rubberized chip seal <br /> interlayer provides increased flexibility of the surface and increased resistance to <br /> reflective cracking. The SAMI method will be utilized on streets that were originally <br /> scheduled to be reconstructed using the "rip-off' method, or "total recycle" method, <br /> without base stabilizer. The "rip-off' or "total recycle" method of pavement restoration <br /> would require the complete removal or grinding of the existing pavement surface. By <br /> using a stress absorbing membrane interlayer, the existing pavement surface is left in <br /> place where stable base materials occur. Staff believes that SAMI will not only minimize <br /> the construction impact on local residents, but will also minimize the potential of <br /> encountering unstable sub-grade materials during construction. <br /> Page 3 of 4 <br />