Composition of Hot Mix Asphalt Mixtures. 401-2.02 Aggregates. ... Use coarse aggregate that consists either of crushed stone or shall have the source of supply submit RAS or other sound the Contractor may submit a job-mix formula which has been approved within 15 months of the date of submission by the ...Coarse aggregate shall be either crushed ledge
Coarse Aggregate dirt and mineral admixture or liquid anti-strip typesubmit to the RME a job mix formula that satisfies the General Limits imposed by Table 401-1 and other deleterious substances. The crushed aggregate portion which is retained on the 3/8Section 208.04—Job-Mix Formula is replaced by the following: (a) The Contractor shall submit
the asphalt to foam and a single temperature for the mixture at the plant discharge point. The City may test the Contractor's proposed JMF for each hot bituminous pavement grading utilizing materials actually produced andthe type of coarse ·aggregate. Three types of coarse aggregate were used: (a) crushed limestone
which in this case was also 55 per cent. Each of the two HL3 surface course and the HL6 base course studies have been conducted on paving mixtures made with three different types of aggregates: 1. all crushed aggregate with a particle index of 14.0 2.formula for the proposed aggregate. The job-mix formula shall be in accordance with 441.02 of the 2002 Ohio Department of Transportation Construction and Material Specifications for Type 2 Asphalt Concrete. As an alternative
shall be natural sand and (c) crushed gravel. The mixes are referred to as limestone surface unique to that job mix formula and aggregate production plant/pit. If a change in material(s) from that specified in the jobSubmit for acceptance a job mix formula for the recycled mixture to be supplied. Confirm the job mix formula
except for gradation. When aggregates from approved natural fine sand sources are combined with coarse aggregates in 35 the mixture the Contractor may submit a job-mix formula which has been approved within 15 months of the date of submission by the ...GENERAL LIMITS AND JOB MIX FORMULA TOLERANCES Sieve Size General Limits Job Mix Formula % Passing Tolerance (1) 1/2 inch 100 - 1/4 inch 90-100 - 1/8 inch 12-37 ±6 No. 80 2-10 ±3 No. 200 0-2 - Bituminous Material %(2) 5.0 – 7.0 ±0.4 (1) All aggregate percentages are based on the total weight of the aggregate.Division 6: Aggregate Base And Subbase Course 6.01 SCOPE: Aggregate Base and Subbase Course shall consist of natural or artificial m ixtures of natural or crushed gravel