02-11-1985 Council Packet - Laserfiche WebLink

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1 2 211 . AGGREGATE HASP. Specific Reluirements 2211.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein, all sections of Ceneral Requirements shall apply. 2211.2.1. AGGREGATE. Aggregate material used for this project shall be in accordance w tl h MST Specific 2211 for Class 5 gravel base (100% rushed). 2711.3. CONSTRUCTION REQUIREMENTS: The subgrade shall he insprcte.i, checked, and approved by the Engineer prior to placement of aggregate base. The aggregate base shall bf, compacted by the method called "specified density" to LOOT standard density. Aggregate base shall ho shaped to a tolerance of 1/4 inch, of the design grade And crown. ?211.3.1. GENERAL: Where water is required for work outlined herein, it shall bt, furnished by tho contractor. The contractor shall water the aggregate placed on this project for dust con- trol as directed by the Fufineer. No direct payment will be made for dust control or water used for the project work. F++s 2211.4. METHOD OF MEASUREMENT: Aggregate base used on this project shall be measured by weight in tons only of material deposited on the ro.idwav as required by the standard cross-section shown on the plans. ».. VIS . to Where, in the opinion of the Engineer, aggregate base is being wasted or used excessively, deductions in the quantity of base for payment purposeF will e made on the basis of 110 pounds per square vard inch of thickness. '211.5. BASIS OF PAYMENT: Pavment for aggregate base shall he by the ton compacted inplace. Aggregate base, as listed on the. Proposal shall include All material required for drivewav repair and'or regrading. Where settlements or depressions occur in the aggregate base resulting from trench settlement, the contractor shall place additional aggregate 'lase with- out further compensation therefor. n-5R41c fopyright 1985 Ronestroo, Rosene, Anderlik b Associates, Inc.