GENERAL INFORMATION POLYMER MODIFIED BITUMEN PG-GRADE

Polymer modified bitumen HI BOND is specially formulated using preferred Styrene Butadiene Styrene (SBS) from KRATON modifiers and additives to improve high and low temperature properties of asphalt binders. The selection of the grade is according to traffic level. The Type of HI BOND is according to project design and traffic level

Advantage:

  • Stiffen binder and asphalt mix at high temperatures to reduce rutting

  • Soften binder at low service temperature

  • Allow asphalt to recover after loading

  • Recovery allows asphalt to withstand pavement distresses

  • Improve fatigue resistance

  • Improve durability with thicker asphalt binder films

  • Reduce moisture damage

  • Resistance to moisture

Storage:

  • PMBs are generally a stable product but they are prone to separation due to multiple reheating cycles during storage.

  • It is necessary for PMB to be stored in rock wool insulated storage tanks with controlled oil heating system and motorized automatic oil valves to set the desired temperature

  • Provide sufficient no agitators (bottom up) with automatic control and agitation time setting to ensure homogenous dispersion of polymer and bitumen, to avoid phase separation.

  • For short term storage for up to 72 hours 160- 180 °C

  • For intermediate storage (72-120 hours), drop the temperature gradually to between 150 - 180° C with agitation

  • For long term storage (More than 120 hours) switch off

Mixing and Compaction Temp:

  • Mixing and compaction temperatures from the binder's viscosity temperature chart or from supplier recommendation

  • The manufacturers recommended mixing temperature varies between 165-175° c

  • The recommended compaction temperature is not less than 140° C

Health & Safety:

  • Refer to safety data sheet

Warning Against

  • Contamination during transportn

  • Direct flame for heating road tankers or PMB storage tanks

  • Torch heating of tanker discharge pipe and valve


Sl No. Test parameters Test Methods Units Limit as per IS: 15462-2019
1 Softening Point (R & B), °C, Min. IS 1205 : 1978 (RA-2009) °C 70 Min.
2 Flash Point COC, °C, Min. IS 1209: 1978(RA-2009) °C 230 Min.
3 Elastic Recovery of Half Thread in Ductilometer at 15°C, %, Min. IS: 15462-2019 % 70 Min.
4 Separation, Difference in Softening Point, (R & B), °C Max IS: 15462-2019 °C 3 Max
5 Viscosity at 150°C, Poise Max ASTDM D-4402 Pa.s 1.2
6 Complex modules (G*) divided by Sin Delta (G* / sin δ) as Min 1.0 kPa, 25 mm Plate, 1 mm Gap, at 10 rad/s, at a temperature, °C IS: 15462-2019 (Annex B) °C 76
7 Phase Angle (δ), degree, Max IS: 15462-2019 (Annex B) °C 75
8 Loss in mass IS : 9382: 1979 (RA- 2009) % 1.0 Max.
9 FRAASS breaking point, °C, Max IS: 15462-2019 °C -10
10 FStandard Traffic (S) IS: 15462-2019 (Annex –D) °C 76
11 Heavy Traffic (H) IS: 15462-2019 (Annex –D) °C 76
12 Very Heavy Traffic (V) IS: 15462-2019 (Annex –D) °C 76
13 Extremely Heavy Traffic (E) IS: 15462-2019 (Annex –D) °C 76

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