- 850 - SECTION 1030 -- LIQUID ASPHALTS
1030.01 Description
1.Medium-Curing Cutback Asphalt is the accepted Department’s liquid asphalt.
1030.02 Material Characteristics
1.Cutback asphalts shall conform to t he AASHTO M 82, Medium- Curing Type requirements with the following changes:
a.Note “a” of Table 1 is void. b. Note “b” of Table 1 is amend ed to read: In lieu of viscosity of the residue, the Department specifie s the test of penetration with a specification of 120 to 250 dmm for all grades.
c.Due to the advent of low-sulfur petroleum formulations, some of which are used as diluent in the fluxing of cutback materials production, the Table 1 test requirements of Flash Point (tag, open cup), and Distillation, percent by volume of total distillate at the temperatures of 225 oC (437oF) and 260oC (500oF), are removed.
1030.03 Procedures
1.Medium-Curing cutback as phalts shall be stored, heated, transferred, or otherwise handled, as per Manufacturer’s recommendations.
1030.04 Acceptance Requirements
1.Liquid asphalts will be accepted as described in the Department’s Materials Sampling Guide . - 851 - SECTION 1031 -- EMULSIFI ED ASPHALT (ANIONIC)
1031.01 Description
1.Emulsified asphalt (anionic) shall conform to the requirements below. All test methods are AASHTO methods. All AASHTO Testing Standards are as per the 2015 Edition.
1031.02 Material Characteristics
1.Emulsified asphalt (anionic) samples shall comply with test requirements when tested after being stor ed at room temperature of 73 +/- 4oF (23 +/- 2oC) for a period of up to 14 days after sampling.
2.HFE-150, HFE-300, and HFE-100 0 shall meet the requirements in Table 1031.01.
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Source: Nebraska Standard Specifications for Highway Construction, 2017 Edition. Pages 884–884 of 1,048. View official source ↗