Asphalt paving class
[DOC File]SECTION 407 - VicRoads
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The commonly used binders for dense graded hot mix asphalt in Victoria are Class 170, Class 320, and Class 600 bitumen, and PMB Class A10E. Multigrade binder is a recent inclusion in the specification and has the advantage of having similar viscosities to a C170 bitumen at low temperatures and C600 bitumen at high temperatures.
[DOC File]13519 Operate an asphalt paving machine - NZQA
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Range feed control gate settings, rate of asphalt feed, paving machine speed, auger settings and adjustments. 5.5 Paving run is monitored, and adjustments are made to achieve smooth application and laying of asphalt and to prevent mix segregation in accordance with job requirements. Outcome 6. Carry out post-operational checks for asphalt ...
[DOC File]CONSTRUCTION SPECIFICATION
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251. ASPHALT PAVING. 1. SCOPE. This work shall consist of the furnishing and placement of aggregate base, and the furnishing and placement of asphalt paving at the locations and to the lines and grades as shown on the drawings. 2. CLASS 2 AGGREGATE BASE
[DOC File]SECTION 32 13 13 - CONCRETE PAVING
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Normal-Weight Aggregates: ASTM C 33/C 33M, [Class 4S] [Class 4M] [Class 1N] , uniformly graded. Provide aggregates from a single source[ with documented service-record data of at least 10 years' satisfactory service in similar paving applications and service conditions using similar aggregates and cementitious materials].
SECTION 321216 - ASPHALT PAVING
Place asphalt concrete with a motorized paving machine. Use of a pull box to place asphalt concrete is not allowed. TOLERANCES. Paving asphalt shall be applied at a temperature of not less than 250 deg F (50 deg C), nor more than 375 deg F (75 deg C). The exact temperature will be determined by the on-site Lawrence Berkeley Laboratory Inspector.
[DOCX File]4. STRUCTURAL DESIGN tion.org
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Asphalt pavements included in the performance prediction models primarily included dense-graded asphalt. Although the analysis process can include other mix types, such as stone matrix asphalt (SMA), polymer modified mixes, or mixtures including recycled asphalt pavement (RAP), they should be characterized using level 1 inputs.
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