DustMag (Magnesium Chloride)
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Main Roads W.A.
Shire of Ashburton, W.A.
Australian Roads Research Board
B.C. Ministry of Transportation & Highways
Colorado University Study
U.S. Dept. of Mines
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Main Roads Western Australia - Kimberley Region

GIBB RIVER ROAD REPORT
Trials of Various Dust Additives

Sept 1997 - April 1998 (5 Products + Control)

Public Works Engineering Magazine Article July/August 1999 - "In the Kimberley region of Western Australia, Main Roads WA has recently completed trials of various dust suppressants to compare performance.
While the generation of dust from unsealed roads may reduce the safety of road users, the presence of dust is also proof of degradation in the road surface. Pavement thickness is reduced, maintenance increased, rideability affected, pavement shape changed and the road's long-term effectiveness lessened. In Western Australia, Main Roads' dust suppression trials have looked at:

  • ease of use of additive
  • changes required to construction techniques
  • any improvements to material workability
  • cost

    Six sections of road were trialed, including one control section. All sections were 500 m long and 8 m wide, the same base course material was used in each, sections had similar terrain, alignment and traffic, and no maintenance was carried out on any section until the intervention level was reached. Condition rating was performed by the same works manager. Measurements and appraisal of road conditions were recorded:

  • at time of construction
  • prior to the wet season
  • immediately following the wet season
  • in the middle of tourist season
  • at continuing intervals until effectiveness dimished.

    Dust Generation, Road Surface Finish and Pavement Condition were rated on a scale from 0 to 5. Pavement levels were also recorded and photographs taken for visual comparison. A copy of the 12-page report is available from the managing editor, Ross Moody, ph (08) 9345 8695, fax (08) 9345 8572." END OF ARTICLE

    We at Rainstorm were naturally quite pleased with the demonstrated performance of DustMag compared to 4 competitive products and the control. Of the 4 measured criteria, Dust Generation, Surface Finish, Pavement Condition and Gravel Retention DustMag rated first in ALL categories over ALL assessment periods - even after the Kimberley's infamous wet season! As shown in the tables and chart below, DustMag saved an incredible 63.3 cubic metres of gravel per kilometre compared to the control section. The next best performer failed to achieve 1/2 that cost saving. The $2,000+ saved per kilometre is calculated upon a PLACED cost estimate of $34 per cubic metre for gravel.

    We would like to point out that each additional cubic metre of gravel lost through traffic action results in an enormous quantity of dust, so this methodology is an important objective measure of the effectiveness of the various dust suppressants and correlates well with the more subjective assessments provided by Main Roads personnel. This report should not be taken as an endorsement of any particular product(s) by Main Roads WA but as a factual report of their findings in this trial.

    PRODUCT RANKINGS AFTER 8 MONTHS - GRAVEL LOSS
    Gravel Lost M3/875M2 PRODUCT USED Score Ranking Gravel Saved M3 per 8000M2 Value $ per 8000M2 Retention Ratio (%)
    -9.800 NONE - (Control) 6 0 $0.00 0%
    -2.875 DUSTMAG 1 63.3 $2,153 71%
    -6.375 Dustex 2 31.3 $1,065 35%
    -8.350 Reynolds RT20 4 13.3 $451 15%
    -6.625 Claycrete I 3 29.0 $987 32%
    -9.100 Claycrete II 5 6.4 $218 7%


    *Please note on the graph that we don't show the 14/04/98 gravel volume figure for ClayCrete I as
    the figures we were given show the unlikely case of an increase in gravel volume between assessments.
    Suffice it to say that ClayCrete I was ranked by Main Roads as last or equal last for all products
    during both the November '97 and April '98 assessment periods. All product names remain the
    property of their respective companies.


    PRODUCT RANKINGS OVER 3 ASSESSMENT PERIODS
    (Ranked 1 - 6 with 1 being the best)
      27/08/97 - Time of Construction 5/11/1997 - Before Wet Season 14/4/98 - After Wet Season
    PRODUCT USED Dust Generation Surface Finish Pavement Condition Dust Generation Surface Finish Pavement Condition Dust Generation Surface Finish Pavement Condition
    NONE - (Control) 1 1 1 2 2 2 5 5 3
    DustMag 1 1 1 1 1 1 1 1 1
    Dustex 1 1 1 2 2 2 2 2 2
    Reynolds RT20 1 1 1 5 4 5 5 3 3
    Claycrete I 1 1 1 5 5 5 3 5 3
    Claycrete II 1 1 1 4 4 2 3 3 3

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    Shire of Ashburton, Western Australia Trial of Road Stabilisers
    July - Dec 1993 (3 Products)

    "Under traffic soon after spraying, the dust laying properties of the product were evident. After several days, it was apparent that binding of the surface had occurred. The product penetrated the pavement to a depth of approximately 25mm."
    "Up to December 1993, the trial section performed extremely effectively. Virtually no dust was generated and loss of surface material was limited, with no maintenance grading required. During this period, the road was subject to unusually high volume of construction traffic which, under normal circumstances, would have created maintenance problems. ...it can confidently be concluded from this trial that DustMag is an effective short term treatment which may result in significantly reduced maintenance requirements for heavy traffic volume unsealed roads."


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    Australian Road Research Board,
    Special Report 54

    "ROAD DUST CONTROL TECHNIQUES
    Evaluation of Dust Suppressants' Performance"

    October 1996 Summary (26 Products)


    Highest Number of Users - More Road Authorities report using DustMag than any other product.
    Highest Retention Rate - Customers are much more likely to continue using this type of product out of all the dust suppressant products trialed (105 respondents, 26 brands of products - 4 major categories).
    Most Cost Effective - 80% of users consider the chloride-based dust treatments to be moderately cost-effective or better. (The next highest product category rating was only 53%!)
    Longest Lasting - Chloride-based products last longer in actual practice than any other product category - a full 15% longer than the next best performing category. (DustMag comprised over 90% of the chloride product usage).
    Easiest to Use - Customers who apply dust suppressants themselves rate magnesium chloride as the easiest to use. In the majority of cases application was included in the supply price of the magnesium chloride - a big cost saving and operational advantage over the next major category of dust suppressants where application was the biggest single source of reported problems.
    Integrity of Supplier Information - Users of chloride-based suppressants believe that the information supplied by the suppressant supplier best matches product performance. The mean score of 7.1 compares to scores of only 5.2, 4.5 and 3.7 for the other major product categories.


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    Greg Kerr examines skidmarks on DustMag treated gravel road

    British Columbian Ministry of Transportation and Highways Dust Abatement Test Program
    Oct 1991 to April 1992 (6 Products)

    Magnesium Chloride (DustMag) - "Proved to be the accepted best performer. This was the standard and its general use is reflected in the 'first' rating due to its excellent dust abatement properties and longevity. This material is easy to work and maintain."
    9 Months after Application - "The surface is still hard packed with very little loose gravel on the riding portion. The ride is good, there are a few small potholes and some washboard in the corners only. Light traffic is producing very little dust."
    "This section was the poorest section before initial application, the magnesium chloride has maintained quite well."


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    US Mines Dept - Comparative Evaluation of Chemical Stabilisers
    (4 Products)

    Mean Chemical Stabiliser Control Effectiveness After Two And Four Months
    PRODUCT% Control - 2 MonthsPRODUCT% Control - 4 Months
    Magnesium Chloride-wet82%Magnesium Chloride-wet66%
    Nalco 655 69% Magnesium Chloride-dry48%
    Nalco 656 67% Nalco 655 48%
    Magnesium Chloride-dry65% Nalco 656 47%
    Lignosulfonate 4:1 61% Lignosulfonate 4:1 44%
    Lignosulfonate 8:1 57% Lignosulfonate 8:1 38%
    Coherex 9:1 54% Coherex 9:1 38%
    Coherex 12:1 43% Coherex 12:1 31%


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    Colorado State University - Relative Effectiveness of Road Dust Suppressants
    1993 & 1994 (3 Products plus Untreated Control Section)

    "The aggregate loss from the Magnesium Chloride treated section was 5.18 mm ... the Untreated test section loss was 15.55 mm which is approximately 3 times more than that of the MgCl2 treated test section. The estimated Aggregate Loss/mile/year was 1,395.47 tons for the Untreated section and only 465.16 tons for the Magnesium Chloride treated section. These figures are based upon measured Average Daily Traffic (ADT) flows of 538 and 448, respectively."
    Based upon the 4.5 month study period (average ambient temperature 31oC and 24% relative humidity) it was estimated that the untreated test section would require 8 periodic maintenances during the year while the treated test sections would require only 2 periodic maintenances. Using local maintenance costs (product and application cost & periodic maintenance & aggregate replacement) the Actual Total Cost/mile/year for the Magnesium Chloride treated section was US$9,208 while the Untreated section cost US$20,378.

    Conclusions based upon results of this field-based research:

  • Dust measurement data indicate that there is a substantial reduction in fugitive dust emission with application of chemical dust suppressants (50-70% reduction).
  • Under high temperature and low relative humidity conditions, the lignosulfonate treated test section appears to produce less dust than the test sections treated with the chloride compounds during the test period. However, field observations after the research was completed showed that the lignosulfonate test section produced equal or more dust than the chloride compounds. The driving comfort on the lignosulfonate treated test section was also found to be considerably less than on the chloride treated test sections, mainly because of pothole formations on the lignosulfonate test section after the test period.
  • There is an estimated total aggregate loss of 1.0 ton/mile/year/vehicle from the lignosulfonate treated test section, 1.5 tons/mile/year/vehicle from the CaCl2 treated test section, 1.0 ton/mile/year/vehicle from the MgCl2 treated test section and 2.6 tons/mile/year/vehicle from the untreated test section. This translates into a 42-61% reduction in total aggregate loss when unpaved roads are treated.
  • Cost Analysis shows a 30-46% reduction in total annual maintenance cost for treated test sections over the untreated test section.
  • At ADT of over 120, the use of any of the dust suppressants evaluated proved to be cost effective. This is the traffic volume at which the economic feasibility of the use of dust suppressants will decrease (sic) as the cost of in place aggregate increases.
  • The minimum ADT at which the use of dust suppressants are economically feasible is variable depending on cost of aggregate in place.


    'RAINSTORM' means 'DUST CONTROL'

     

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