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� . <br /> SECTION 02513 - AGGREGATE. <br /> � PART I - GENERAL <br /> � 1 . 1 SCOPE <br /> A. THE WORK UNDER THIS SECTION INCLUDES ALL MATERIALS, LABOR, <br /> � EQUIPMENT AND RELATED SERVICES NECESSARY FOR THE COMPLETE <br /> PLACEMENT OF AGGREGATE BASE AS SHOWN ON THE DRAWINGS AND <br /> SPECI.FIED HEREIN. <br /> � 1 .2 RELATED V�RK <br /> A. EARTHWORK AND GRADING. <br /> ` 1 .3 REFERENCE SPECIFICATIONS <br /> A. REFERENCE HEREIN TO MN/DOT MEANS MINNESOTA DEPARTMENT OF <br /> � TRANSPORTATION, STANDARD SPECIFICATIONS FOR CONSTRUCTION, 1988 <br /> EDITION. . <br /> 1 B. REFERENCE HEREIN TO AASHTO MEANS AMERICAN ASSOCIATION OF STATE <br /> HIGHWAY ANQ,TRANSPORTATION OFFICIALS AND ITS OFFICIAL <br /> PUBLICATIONS, DOCUMENTS AND TEST PROCEDURES. <br /> tC. THE PERFORMANCE OF WORK UNDER THIS SECTION SHALL BE ACCORDANCE <br /> WITH MN/DOT 2211 . <br /> � D. PARAGRAPHS 2211 .4 AND 2211 .5 SHALL NOT BE USED FOR THIS PROJECT. <br /> 1 .4 QUALITY CONTROL <br /> � A. THE CONTRACTOR SHALL ARRANGE FOR THE FOLLOWING TESTS: <br /> 1 . SUBGRAD�. <br /> � a) FIELD DENSITY TESTS AT RANDOM LOCATIONS AS RE ESTED <br /> Q� <br /> BY THE LA/E. <br /> � B. TESTS SHALL MEET REQUIRED MINIMUM DENSITY OF 100X OF THE MAXIMUM <br /> DENSITY DETERMINED BY THE STANDARD PROCTOR (ASTM D698>. <br /> , 2. AGGREGATE BASE <br /> � a> PR�uIDE FOR ONE <1> SAMPLE OF EACH AGGREGATE MATERIAL <br /> TO TESTING LABORATORY FOR MECHANICAL ANALYSIS. <br /> b> ANALYSIS IN ACCORDANCE WITH AASHTO T27. <br /> c) - COMPACTION AS HEREINAFTER SPECIFIED. <br /> � d) THICKNESS OF AGGREGATE BASE <br /> PART 2 - PRODUCTS <br /> � 2. 1 MATERIALS. <br /> AGGREGATE BASE <br /> � SHALL CONFORM TO MN/DOT, 2211 .2 EXCEPT THAT UNDER 2211 .2A, AGGREGATE SHALL <br /> BE CLASS 5, 100X CRUSHED. <br /> tSECTION 02513 AGGREGATE <br /> PAGE 1 OF Z <br />