50 C (122 F) Settlement, 5 days, % Storage Stability Test, 24 hours, % (2) 1 max. 1 max. 1 max. 1 max.
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1 State: South Carolina Materials: Re: Section Date: Contact: Cliff Selkinghaus Web Address: Contact Info: South Carolina Table 1: Requirements for Anionic Emulsified Asphalts (1), (5) AASHTO (T), ASTM (D), or Rapid-Setting Medium-Setting Slow-Setting RS-1 MS-1 MS-2 SS min C (122 F) Settlement, 5 days, % Storage Stability Test, 24 hours, % (2) 1 max. 1 max. 1 max. 1 max. Sieve Test, % (2,3) 0.10 max max max max. Demulsibility, % (4) 60 min Cement Mixing Test, % max. Dry Aggregate - Good Good - Coating Ability and Water Resistance After Spraying - Fair Fair - Wet Aggregate - Fair Fair - After Spraying - Fair Fair - Residue, % 55 min. 55 min. 65 min. 57 min. Penetration, 25º C (77 F), tenths of mm T Ductility, 25º C (77 F), cm T51 40 min. 40 min. 40 min. 40 min. Solubility in trichloroethylene or n-propyl bromide, % T min min min min. 3. A maximum percentage of 0.30 is acceptable for samples taken at the point of use. 4. The demulsibility test shall be performed within 30 days from the date of shipment. Use 35 ml, 0.02 N CaCl 2 solution. 5. Less Tracking Tack Coat Materials (Anionic-Cationic and Hot Applied ) formulation is up to supplier: Must place field test section and obtain field samples to demonstrate low tracking properties and bond strength--min 100 PSI using LISSTdevise. Page 1 of 5
2 South Carolina Table 2: Requirements for Cationic Emulsified Asphalts (1), (4) AASHTO (T), ASTM (D), or Rapid-Setting Medium-Setting Slow-Setting Quick-Setting CRS-1 CRS-1h (MIRS) CRS-2 CMS-2 CSS-1 CSS-1h CQS-1h (Micro) C (122 F) Settlement, 5 days, % Storage Stability Test, 24 hours, % (2) 1 max. 1 max. 1 max. 1 max. 1 max. 1 max. 1 max. Sieve Test, % (2) 0.10 max max max max max max max. Particle Charge Positive Positive Positive Positive Positive Positive Positive Demulsibility, % (3) 40 min min Cement Mixing Test, % max. 2.0 max. - Dry Aggregate Good Coating Ability and Water Resistance After Spraying Fair Wet Aggregate Fair After Spraying Fair Residue, % 60 min. 55 min. 65 min. 65 min. 57 min. 57 min. 62 min. Oil Distillate, volume of emulsion, % 3 max. 12 max. 3 max. 12 max max. ph T Penetration, 25º C (77 F), tenths of mm T Ductility, 25º C (77 F), cm T51 40 min min. 40 min. 40 min. 40 min. 40 min. Solubility in trichloroethylene, % T min min min min min min min. 3. Use 35 ml of 0.8% sodium dioctyl sulfosuccinate solution. 4. Less Tracking Tack Coat Materials (Anionic-Cationic and Hot Applied ) formulation is up to supplier: Must place field test section and obtain field Page 2 of 5
3 South Carolina Table 3: Requirements for High Float Emulsified Asphalt (1), (4) HFMS-1 Medium-Setting HFMS min. 50 C (122 F) - - Storage Stability Test, 24 hours, % (2) 1 max. 1 max. Sieve Test, % (2,3) 0.10 max max. Demulsibility, % - - Dry Aggregate Good Good Coating Ability and Water Resistance After Spraying Fair Fair Wet Aggregate Fair Fair After Spraying Fair Fair Residue, % 55 min. 65 min. Oil Distillate, volume of emulsion, % - - Penetration, 25º C (77 F), tenths of mm T Ductility, 25º C (77 F), cm T51 40 min. 40 min. Solubility in trichloroethylene, % T min min. Float Test at 60 C (140 F), T min min. 3. A maximum percentage of 0.30 is acceptable for samples taken at the point of use. 4. Less Tracking Tack Coat Materials (Anionic-Cationic and Hot Applied ) formulation is up to supplier: Must place field test section and obtain field Page 3 of 5
4 South Carolina Table 4: Requirements for Polymer Modified Asphalt Emulsions (3) Rapid-Setting CRS-2P or CRS-2L (1) (Surface Treatments) 25 C (77 F) 50 C (122 F) Settlement, 5 days, % - Storage Stability Test, 24 hours, % Sieve Test, % Particle Charge Test Demulsibility, % Residue by Distillation, % 1 max max. Positive 40 min. 65 min. Penetration, 25 C (77 F), tenths of mm T Ductility, 5 cm/minute, cm 4 ºC (39.2 F) 30 min. T51 25 ºC (77 F) 125 min. Force Ratio (f2/f1) T300 - Elastic Recovery, 25 ºC (77 F), % T min. Polymer Solids content, % min. Solubility in Trichloroethylene, % T min. (2) 1. Add either natural latex, a styrene-butadine-styrene (SBS) polymer, or an unvulcanized styrene-butadine rubber (SBR) in an emulsified latex form to a PG base asphalt at the necessary proportions to result in 3% polymer by weight of the asphalt residue. Do not perform any post blending or acid modification of the CRS-2P. The RCE will sample the asphalt at a frequency of not less than one sample per 25,000 gallons and will submit the sample to the OMR within 7 days if sampling. 2. If the solubility of the residue is less than 97.5 percent, the base asphalt binder for the emulsion shall be tested. The solubility of the base asphalt binder shall be greater than 99%. 3. Less Tracking Tack Coat Materials (Anionic-Cationic and Hot Applied ) formulation is up to supplier: Must place field test section and obtain field Page 4 of 5
5 South Carolina Table 5: Requirements for EA-P Special Emulsion (1) Slow-Setting Prime 25 C (77 F) 50 C (122 F) Sieve Test, % Residue by Distillation, % Oil Distillate, volume of emulsion, % 0.10 max min. 8.0 max. 1. Less Tracking Tack Coat Materials (Anionic-Cationic and Hot Applied ) formulation is up to supplier: Must place field test section and obtain field Page 5 of 5
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