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

i I 1 Rejected HMA shall be disposed of by the Contractor at no expense to the 2 Contracting Agency. The storage facility shall have an accessible device � 3 located at the top of the cone or about the third point. The device shall indicate 4 the amount of material in storage. No HMA shall be accepted from the storage 5 facility when the HMA in storage is below the top of the cone of the storage � 6 facility, except as the storage facility is being emptied at the end of the working 7 shift. � 8 � 9 5-04.3(8)A Acceptance Sampling and Testing-HMA Mixture 10 11 1. General. Acceptance of HMA shall be as provided under statistical , 12 evaluation, nonstatistical evaluation or commercial evaluation. � 13 Determination of statistical evaluation, nonstatistical evaluation or 14 commercial evaluation shall be based on proposal quantities and shall 15 consider the total of all bid items involving HMA of a specific class. I 16 17 Dense graded mixes (HMA Classes A, B, E, F, and G)will be evaluated for 18 quality of gradation and asphalt binder content. � 19 20 Open graded mixes (HMA pavement Class D) will be evaluated for qual?ty 21 of gradafion oniy, based on sampies taken from the cold feed. i 2z 23 Nonstatistical Evaluation will be used for HMA. 24 25 Statistical Evaluation procedures wiil apply only to contracts that specify 26 statistical evaluation in the contract Special Provisions. � 27 28 Statistical Evaluation will be administered under the provisions of ' 29 Section 5-04.5(1) for Quality Assurance Pr�ce Adjustments and evaluation 30 of quality. 31 I 32 Commercial Evaluation will be used for Commercial HMA and for other 33 classes of HMA in the following applications: sidewalks, road approaches, 34 ditches, slopes, paths, trails, gores and other nonstructural applications as ' 35 approved by the Project Engineer. The contractor shall select a class of � 3G HMA appropriate for the required use. The Project Engineer will determine 37 anti-strip requirements for the HMA. Sampling and testing of HMA I 38 accepted by commercial evaluation will be at the option of the Project 39 Engineer. The proposal quantity of HMA that is accepted by commercial 40 evaluaticn will be excluded from the quantities used in the determination of I 41 statistical and nonstatistical evaluation. 42 43 2 Aggregates. 44 ' 45 A. General Requirements. Aggregates for HMA shall be manufactured � 46 from ledge rock, talus, or gravel in accordsnce with Section 3-01. The 47 material from which they are made shall meet the following test I 48 requirements: � 49 50 Los Angeles Wear, 500 Revs 30°/a max 51 Degradation Factor, Wearing Course 30 min � PoA ol Everen FAWAT-03-0J9 Satellite RaIIIBarge Transier Facility Final Port Review Dra}t , Phase 1:Pier Construction 58 15 March 2005