1400 SEINER DR 2018-01-01 MF Import

� a ' 1 � PORT OF EVERETT W MARINE VIEW DR IMPROVEMENTS CIP NO. 3-0-003-09 PROJECTNO. PD•WM-20006-01 Storing or holding oi the HMH in approved storage facilities will be pertnitted during the daily operation but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shaff be rejected. Rejecled HMA shall be disposed oi by the Contractor at no expense to the Contracting Agency. The storage tacility shall havc an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below lhe top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shiR. 5-04.3(8)A Acceptance Sampling and Testin�HMA Mixture 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, d;tches, slopes, paths, trails, gores and olher nonstructural applications as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepled by commercial evaluation will be excluded from the quantities used in the detertnination of statistical and nonstatistical evaluation. � 2 Aggregates. • A. General Requirements. Aggregates for HMA shall be manufactured from ledge rock, talus, or gravel in accordance with Section 3•01. The material from which they are � made shall meet the following test requirements: � Los Angeles Wear, 500 Revs 30% maz Degradation Factor, Wearing Course 30 min Degradation Factor, Other Courses 20 min It shall be uniform in quality, substantially (ree from wood, roots, bark, extraneous materials, and adherent coatings. The presence of a thu�. firtnly adhering 51m of weathered rock will not be considered as coating unless it exists on more than 50% of the surface area of any size between consecutive laboratory sieves. Aggregate removed from deposits conlaminated with various types of wood waste shall be washed, processed, selected or otherwise treated to remove sufficient wood waste so that oven-dried material retained on a U.S. No. 4 sieve shall not contain more than 0.1% by weight of material with a specific gravity less than 1.0. B. Test Requirements. Aggregate for HMA shali meet the foClass of HMA uirements: q B D E F G Fracture, by weight (See Note) � � 3 4 4 2 Sand Ec;uivalent Min. 45 45 -- 45 35 45 Page 14 of 50