Laserfiche WebLink
"11. A(;GRECATF. BASF. <br />Specific Regii i rement s <br />t 2211.0. SPECIFICATION REFERENCE: Saction 2211 of the State of Minnesota, <br />Department of 'transportation, "Standard Specifications for Highway Construc- <br />tion", 1983 Edition, and all amendments thereto, shall apply except as <br />modified or altered in the following Specific Requirements. <br />2211.2.1. ACCREGATE: Aggregate material used for this project shall be in <br />accordance with Mn DOT Specification 2211 for Class 5 gravel base. <br />2211.3. CONSTRUCTION REQUIREMENTS: The subgrade shall be inspected, checked, <br />and approved by the Engineer prior to placement of aggregate base in the area <br />to be patched. <br />The aggregate base shall be compacted by the method called "speci led density" <br />to 1002 standard density in accordance with specified density requirements. <br />Driveways shall be regraded where necessary as directed by the Engineer. <br />Twelve inches of Class 5, 100% crushed aggregate shall be placed on all areas <br />to be patched. <br />j2211.4. METHOD OF MEASUREMENT: Aggregate base used on this project shall be <br />measured by weight in tons of material deposited on the areas to be patched as <br />required by Lhe Engineer. <br />2211.5. BASIS OF PAYMENT: Payment for aggregate base shall be by the tun <br />compacted in place. Where, in the opinion of the Engineer, aggregate base is <br />being wasted, deductions in the quantity of base for payment purposes will be <br />made on the basis of 110 pounds per square yard inch of thickness. <br />c <br />I <br />L <br />I <br />0-8074c <br />Copyright 1985 <br />Bonestroo, Rosene, Anderlik <br />6 Associates, Inc. <br />