05-1172 Street Construction - Laserfiche WebLink

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than every 250 feet apart, alternating from the side to the center, thence to the opposite side and back to the center, and so forth, or, in addition, wherever the !;;A€jiAeeriA€j Construction Inspector may require, prior to commencing, immediately following the density test. (4) Separate test results will be required if stabilization is performed under curb areas separately from stabilization of the roadbed. (c) Base courses. Base courses acceptable to the City shall be eight inches thick for all collector and arterial streets and all streets in a commercial or industrial subdivision, and six inches thick for Q¡;aLresidential sellestsr and IeGal-streets. Base courses shall consist of compacted Ocala limerock or soil cemenL"meetina the reauirements of the Florida Deaartment of Transaortation Standard Saecifications for Road and Bridae Construction IFDOT Std. Saecs) Base courses shall extend six inches beyond the edge of the paving where curb and gutter is omitted. The tolerance of base course thickness shall be +/- 0 5 inches. (1) Limerock base course. a. Limerock base courses, including the materials to be used, shall be constructed in accordance with the latest applicable e:tata èefJaFlR'lSAt of traAS3sFlation FDOTspecifications, and shall be campacted in one layer if six inches thick, or two layers if eight inches thick. b. Following compaction, written test results shall be submitted showing not less than Q& 98 percent of the mModified Proctor maximum density for samples taken not more than every 250 feet apart, alternating from side to center, and the like, or, in addition, wherever the !;;A€jiAseriA€j -Construction Inspector may require. c. Tests shall be required for each layer if construction is in two layers. The contractor shall make borings in areas designated by the !;;A€jiRosriA€j Construction Inspector, to enable measurement of thickness. d. Finished limerock base courses shall be primed without ~3-'1l8