INTERNATIONAL EMULSION SYMPOSIUM
LYON 2001

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1. INTRODUCTION

The importance of particle size in emulsions has been discussed in many papers (1,2,3). It is a determinant of emulsion stability, coating, break rate and cure rate. This is, of course, not the whole story, as formulation, raw materials and aggregates are also critical. However, particle size and particle size distribution are important variables and are controllable with formulation, raw materials and the equipment used to manufacture the emulsion. Many of the processes of breaking and curing are directly dependant on it (3).

This paper discusses particle size effects on laboratory and field performance in microsurfacing using an optimized emulsifier system consisting of amido-amine and immidazoline emulsifiers. The main conclusions that could be drawn are that particle size (PS) and particle size distribution (PSD) have an effect on microsurfacing and quick set slurry break, coating of aggregate, cure time and traffic time. This finding was applied to adjusting the mix designs and later to equipment technology for other customers. The variables that affect emulsion and end use performance are many, but an optimized balance can be achieved and even shortcomings of some systems overcome e.g asphalt quality (4). This information is useful in scaling to a full-scale production with a colloid mill that is unfamiliar.


2. POTENTIAL EFFECTS OF PARTICLE SIZE AND DISTRIBUTION

The work of Durand and others (1) shows some correlations between emulsion properties and particle size distribution and size. It needs to be pointed out that emulsion instability and controlled break are different effects. There is no doubt that coarse emulsion will break faster in the silica flour test or in straight aggregate mixing tests (coagulation), but what needs to be considered is break after adequate coating of aggregate particles and the formation of a cohesive mixture. There are three main steps in achieving a trafficable Microsurfacing (3):
  • Break
  • Coating and film formation
  • Cure

Each if these are discussed below.

2.1 Break

This is the flocculation and coalescence within the emulsion and the reaction with the aggregate surface. The PS and PSD could have several effects here. Firstly, on coalescence and flocculation, if the emulsion is already coarse the floccs will be large and create large coalesced particles. Such particles will have the charge spread over a larger particle and the charge density at the point of contact with the particle will be reduced; hence, as the contact angle is reduced and the rate of reaction is reduced, the thermodynamic break rate will be reduced. The kinetic effect of access to the aggregate surface could be significant. That is, larger particles interfering with each other and flocculating and coalescing within the emulsion rather than reacting with the surface. This may give the appearance of a fast set but be more likely to create false slurries.

2.2 Coating and Film Formation

This refers to the binder evenly coating all particles and forming a coherent film. The above kinetic effects will affect the coating of the particles and, as we are dealing with graded fine aggregates in slurry surfacing aggregates, a tendency to break on the larger surface area fines and not coating large particles at all. Coherent films require even coalescence on the particle surface and entrapped water will interfere with this, leading to a less cohesive mix. PSD is an important factor in film formation and a range of sizes that fit together will assist this process.

2.3 Cure

This is the steady loss of water from the system and the stiffening of the total mix as cohesion increases. Entrapped water will clearly inhibit cure. Rejection of water from the aggregate surface is both a thermodynamic and kinetic effect. The thermodynamics relate to the energy differences between the emulsifier and the aggregate charge, the kinetic to the diffusion controlled loss of water through the coalescing binder. So the potential effects on performance are that coarse emulsions with wide PSD will be more likely to give poor coating, false slurries, and poor cure rate expressed as cohesion build up or traffic time.


3. CONTROLLING PARTICLE SIZE

Several papers have been written describing methods to improve particle sizing of emulsions by methods of formulation and adjustment of asphalt chemistry (3,4). The methods usually involve improvement of chemical systems, doping of asphalt with surface active agents, tailoring asphalt composition and optimization of manufacturing conditions. The approach is basically to improve dispersion of the asphalt in the mill and to stabilize the resulting emulsion against early flocculation and coalescence. However the physical act of milling is the main determinant of initial particle size for a given asphalt and emulsifier system. The particle size is determined by the shear in the mill and the residence time (1,5)

This can be expressed by :
Shear Rate = (2 R V / 60 E) ………(1)
where R = Colloid Mill Radius
V = Rotation speed (rpm)
E = gap dimension (microns)

That is, the particle size is a function of mill diameter, gap and peripheral speed(1). A correlation between this shearing and the d50 value and , a correlation between PSD and the initial particle sizes in the mill has been reported (6).However, mill configurations internally are quite different, with different tooling and effective gap sizes created by this. For this reason the relationship is changed to:

Shear Rate = (2 R V / 60 e) Mf ……………… (2)
where Mf is the mill factor.
The mill factor is the increase or decrease in shear created by the mill configuration and tooling. Various mills with different Mf values were used in this study to achieve different shear rates.(8) as shown in Table 1.

Mill (Mf)Nominal Shear Rate
s-1
1 (1.2) 120,000
2 (0.8)80,000
3 (1)100,000

Table 1 Emulsion Mills Used


4. EXPERIMENTAL STUDIES

4.1 Formulation of Microsurfacing Emulsion

The aggregate was a Romanian source type II aggregate (ISSA 0/6mm), which passed all ISSA requirements for microsurfacing. The asphalt was an Arab light based straight run refined in Romania. The emulsifier was optimized using a blend of amido amine and immidazoline. Optimum was 1.4% amido amine and 0.2 immidazoline.
It was known that the Romanian mill to be used in the production had an Mf of 0.9, based on a manufacture of stabilized emulsion in Romania. Modification was uniform of a co-milled (in soap solution) SBR latex emulsion at 3% by total weight of the emulsion. Table 2 shows typical emulsion results.

Test ASTM D244 Mill1Mill 2Mill 3
Binder (%) 62.1 62.562.4
Viscosity (SSF) 25C 22 11 20
Sedimentation (%) 1d 0.6 5 0.9
Sedimentation (%) 5d 1.8 12 5
Sieve content 0.3 0.60.5
Demulsibility (%) 60 45 60
D50 (microscope) 3 12 5
PSD (dmax/d50) 0.4 0.6 0.4
Table 2 Emulsion Results

4.2 Mix Results

All mixtures were formulated with 16% emulsion, 1% cement and 8% water. Table 3 shows the results.

Test Mill 1 Mill 2 Mill 3 Specification
WTAT 1 day soak g/m2 400 500 440 538g/m2
WTAT 6 day soak g/m2 650 855 725 807 g/m2
LWT sand pick up g/m2 420 600 500 538g/m2
LWT displacement % 5 8 7 10%
Mix time (s) 25C 135 125 130 120s
Mix time (s) 35C 120 85 115  
Mix (s) Time 50C 100 65 95  
Shulze Bruer (pts)12 8 11 
Coating (cured) after boiling (%) 100 75 95 >90%
Cohesion at 30min(set) kg-cm-min 14 9 12 12kg-cm-min
Cohesion at 60 min (traffic) kg-cm-min 28 15 21 20 kg-cm-min
Cohesion at 120 min kg-cm-min 42 20 29 
Table 3 Mixture properties

It is clear that most properties are dependent on coating and this is highly influenced by particle sizing and distribution. Finer narrower distributions produce superior results.
5. SCALE UP TO ROMANIAN PLANT

5.1 Emulsion

It was known that the Romanian mill had an Mf of 0.9. This made it better than the worst mill mentioned above but below the normal requirement of 1.0. To counteract this effect, the emulsifier level was increased to 1.7% (1.5% amido amine and 0.2% immidazoline.

Results of optimization are shown in Table 4.

Test ASTM D244 Romanian Mill
Binder(%)62.3
Viscosity (SSF) 25C 22
Sedimentation(%)1d 0.7
Sedimentation(%)5d 2.3
Sieve content 0.2
Demulsibility (%) 60
D50 (microscope) 5
PSD (dmax/d50) 0.3
Table 4 Plant Optimized results

5.2 Optimized Mixture Results

The results are shown in table 5. The lower Mf could thus be compensated to achieve specification by formulation adjustment.

Test Romanian Mill Specification
WTAT 1 day soak g/m2 490538g/m2
WTAT 6 day soak g/m2 710807 g/m2
LWT sand pick up g/m2405538g/m2
LWT displacement % 710%
Mix time (s) 25C 128 120s
Mix time (s) 35C 115 
Mix (s) Time 50C95 
Shulze Bruer (pts)11 
Coating (cured) after boiling (%) 95>90%
Cohesion at 30min(set) kg-cm-min1212kg-cm-min
Cohesion at 60 min (traffic) kg-cm-min 2520 kg-cm-min
Cohesion at 120 min kg-cm-min 38 
Table 5 Romanian Mixture Results
5.3 Field results

It has been shown that particle sizing is important to field performance (8). The results show that finer particle sizes and narrower distributions set and cure faster at a given temperature. This is appears to be related to improvement of the coating and breaking characteristics of the emulsions.
d50 Set (minutes)* Traffic time (hrs) Temperature 0° C
3 20 1.5 25
5 35 2.5 25
12 405 25
Romanian 5um 20125
Romanian 5 um 1045 minutes35
Romanian 5 um 530 minutes40
* foot traffic no displacement
Table 6 Field application results

6.0 CONCLUSIONS

  • Particle size and distribution affects emulsion physical properties
  • Control of particle size may be carried out by control of mill configuration (Mf)
  • Mixture properties that are controlled by coating and reaction rate between aggregate and emulsion are improved by reducing d50 and the narrowing distribution.

7.0 References
  1. Durand,G ,Piorier,J.E (1996) AEMA International Symposium On Asphalt Emulsions Washington D.C.
  2. Booth,E.H, Gaughan R, G, Holleran, G (1994) Australian Road Research Board International Conf Perth.
  3. Holleran, G (1999) AEMA International Symposium on Asphalt Emulsions Washington D.C
  4. Holleran, G (1999) International Slurry Surfacing Meeting Puerta Villarta Mexico.
  5. Province, R (1986) Workshop on Bitumen Emulsions Melbourne Australia
  6. Holleran US Patent 5,518,538
  7. Holleran, G (1999) ISSA/AEMA Meeting Amelia Island Florida.
  8. Holleran G, Reed, J,R (2002) Effect Of Emulsion Particle Size and Distribution On Microsurfacing Applications, ISSA International Congress March 2002 Berlin


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