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  • SPECIFICATION P–208. AGGREGATE BASE COURSE

    P-208 SPECIFICATION P–208. AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler. Construct it on a prepared underlying course in accordance with these Specifications and in conformance

  • P-208 Aggregate Base Course Michigan

    P-208 Aggregate Base Course DESCRIPTION 1.1 This item shall consist of a base course composed of a partially crushed and uncrushed coarse aggregate combined with natural fine aggregates (sand) and soil. It shall be constructed on a prepared underlying course in

  • What is the difference between P208 and P209 base

    P208: This item shall consist of a base course composed of course aggregate bonded with fine aggregate base. It shall be constructed on a prepared subgrade or subbase course per these specifications and shall conform to the dimensions and typical cross-section shown on the plans. The aggregate base material shall consist of both fine and coarse aggregate. Material shall be clean,

  • figures crushered aggregate base course

    P208 SPECIFICATION P–208 AGGREGATE BASE COURSE DESCRIPTION 208–11 This Work consists of a base course composed of hard durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler Construct it on a prepared underlying course in accordance with these Specifications and in conformance

  • Aggregate Base Course XpCourse

    AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler.

  • item p crushed aggregate base course greenpoint-village

    AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler. Construct it on a prepared underlying course in accordance with these Specifications and in conformance

  • ITEM P-208 AGGREGATE SURFACE COURSE

    208-2.1 GENERAL. Aggregates shall consist of hard, durable particles or fragments of stone or gravel mixed or blended with sand, stone dust, or other similar binding or filler materials produced from approved sources. The aggregate shall be free from vegetation, lumps, or excessive amounts of clay and other objectionable substances. The coarse aggregate shall have a minimum degradation value of 45

  • item p crushed aggregate base course greenpoint-village

    AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler. Construct it on a prepared underlying course in accordance with these Specifications and in conformance

  • figures crushered aggregate base course

    P208 SPECIFICATION P–208 AGGREGATE BASE COURSE DESCRIPTION 208–11 This Work consists of a base course composed of hard durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler Construct it on a prepared underlying course in accordance with these Specifications and in conformance

  • Aggregate Base Course XpCourse

    AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler.

  • Crushed Aggregate Base Course Specification XpCourse

    SPECIFICATION P–208. AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler. Construct it on a prepared underlying course in accordance with these Specifications and in conformance

  • 321123 Aggregate Base Course

    Abrasion AASHTO T 96 35.0% maximum Degradation (Coarse Aggregate): Passing 850(m (No. 20) sieve ODOT TM 208 30.0% maximum Sediment Height ODOT TM 208 3" maximum Sand Equivalent: Dense-graded aggregate will be tested according to AASHTO T 176 or ASTM D2419 and shall have a sand equivalent of not less than 30. EXECUTION. AGGREGATE BASE COURSE

  • DIVISION II MATERIALS

    (USED AS SUBBASE AND AGGREGATE BASE MATERIAL) January 14, 2008c SECTION 208—SUBBASE AND AGGREGATE BASE MATERIAL of the Specifications is amended as follows: Section 208.02—Materials is replaced with the following: (a) Subbase material may consist of any mixture of natural or crushed gravel, crushed stone or

  • Summary Listing of Tests AC 150/5370-10E

    Contractor 208-2.1 Aggregate Wear Source One per source Wear ≤ 45% ASTM C131 Contractor 208-2.3 Base Course Material Base material passing the No. 40 sieve Liquid limit & Plasticity index One per source LL ≤ 25; PI ≤ 4 ASTM 4318 QA 208-3.4 and 208-3.5 Aggregate Moisture/ Density In-place 1 per 300 SY 100% laboratory D698 < 60,000 lb

  • DPWH Blue Book Standard Specification for Highways

    Item 204 Portland Cement Stabilized Road Mix Base Course; Item 205 Asphalt Stabilized Road Mix Base Course; Item 206 Chemically Stabilized Road Mix Subbase Course; Item 207 Portland Cement Treated Plant Mix Base Course; Item 208 Aggregate Stockpile; Part E Surface Courses. Item 300 Aggregate Surface Course

  • Standard Specifications for Road and Bridge Construction

    803.6 Aggregate for Plant Mix Wearing Course 655 803.7 Aggregate for Microsurfacing 656 803.8 Aggregate for Chip Seal 656 803.9 Aggregate for Blotter 657 803.10 Aggregate for Bed Course Material 658 803.11 Gravel for Drains 658 803.12 Aggregate for Maintenance Stockpiles 658 803.13 Aggregate for Pervious Backfill Material 660 803.14 Aggregate for Riprap 661

  • » Parking Lot Design

    The crushed aggregate base course should consist of one or more layers placed directly on the prepared subgrade, spread, and compacted to the uniform thickness and density as required on the plans or established by the owner. Absolute minimum crushed aggregate thickness is six inches (6″). All crushed aggregate material should be of Virginia Department of Transportation approved type and