1500 1ST ST RAIL BARGE FACILITY 2018-01-01 MF Import

i I � Degradation Factor, Other Courses 20 min 2 I 3 It shall be unilorm in quality, substantially free from wood, roots, bark, 4 extraneous materials, and adherent coatings. The presence of a thin, 5 firmly adhering film of weathered rock wili not be considered as I 6 coating unless it exists on more than 50% of the surface area of any 7 size between consecutive laboratory sieves. 8 I 9 Aggregate removed from deposits contaminated with various types of 10 wood waste shall be washed, processed, selected or otherwise 11 treated to remove sufficienl wood waste so that oven—dried material 12 retained on a U.S. No. 4 sieve shall not contain more than 0.1% by ( 13 weight of material with a specific gravity less than 1.0. 14 15 B. Test Requirements. Aggregate (or HMA shall meet the �`ollowing test 16 requirements: � » Class of HA'.A �$ A B D E F G i 19 Fracture, by weight (See Note) � 2 3 4 4 2 2� Sand Equivalent Min. 45 45 -- 45 35 45 21 � zz �The iracture requirements are :�t least one fractured face on 90 23 percent of the material retained �n each specification sieve size 24 U.S. No. 10 and above, if ihat sieve retains more than 5 percent I 25 of the total sample. 26 27 2The fracture requirements are at least one fractured face on 75 � 28 percent oi the material retained on each specification sieve size 29 U.S. No. 10 and above, if that sieve retains more than 5 percent 30 of the total sample. � 31 � 32 3The fracture requiremenis are at least two fractured faces on 75 33 percent and at least one iractured face on 90 percent of the � 34 material retained on each specification sieve, U.S. No. B and 35 above, if that sieve retains more than 5 percent of the total 36 sample. � 37 38 4The fracture requirements are at least one fractured face on 50 39 percent o( the material retained on each specification sieve size I 40 U.S. No. 10 and above, if that sieve relains more than 5 percent 41 oi the total sample. 42 43 When material is being produced and slockpiled for use on a specific I 44 contract or for a future contract, the fracture and sand equivalent � 45 requirements shall apply at the time of stockpiling. When material is 46 used from a stockpile that has not been tested as provided above, the i 47 requirements for (racture and sand equivalents shall apply at the time 48 oi its introduction to the cold feed of the mixing plant. 49 I Port of EvereN FAWAT-03-039 Satellite RaillBarge Transfer Facility Final Port Review DreY. Phasc t: Picr Consimction 57 15 March 3005