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ASPHA – MIN WARM ASPHALT MIXES

ASPHA – MIN WARM ASPHALT MIXES. A Division of Eurovia. Eurovia / MHI. Originators of Zeolite Warm Mix Technology. History. Development starts at MHI Earliest trial sites on public roads in Germany (Hesse and Thuringia) Start of an international corporation with

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ASPHA – MIN WARM ASPHALT MIXES

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  1. ASPHA – MINWARM ASPHALT MIXES A Division of Eurovia

  2. Eurovia / MHI Originators of Zeolite Warm Mix Technology

  3. History Development starts at MHI Earliest trial sites on public roads in Germany (Hesse and Thuringia) Start of an international corporation with EUROVIA; numerous sites in Europe and North America since then Start of the distribution company 1995 1999 2001 2006 aspha-min GmbH, Hanau (Germany)

  4. Product Info [aspha-min®]; synthetically manufactured zeolite (containing approx. 20 % water of crystallisation by mass) allowing the manufacture of warm mixed asphalt © 2007 aspha-min GmbH, Hanau (Germany).

  5. Product Info Impact of aspha-min®: • Added to the mix shortly before or at the same time as the binder at a rate of 0.3% by mass, the zeolite starts to release water, creating a very fine water spray • This controlled foaming effect leads to a slight increase of the binder volume • The gradual release of the water provides the impact over a longer period of time (6 to 7 hrs.) • The effect lasts until the mix has cooled to (212° F) thus ensuring comfortable workability of the mix © 2007 aspha-min GmbH, Hanau (Germany).

  6. Product Info Benefits of aspha-min® in WMA: • Compatible with all currently used types of binder • Compatible with all currently used types of mix • Compatible with the use of RAP • No change to the ball-and-pen value • Easy handling and dosing • Stable storage when kept dry • No additional storage facilities for pre-mixed binder • No major modifications to the plant • No prolongation of the mixing time © 2007 aspha-min GmbH, Hanau (Germany).

  7. Over 300,000 metric tons placed in Europe

  8. Field Report Case study 1 Project: B 3, Schönstadt-Schwarzenborn – Germany, State of Hesse Principal: Hessisches Landesamt für Straßen- und Verkehrswesen Amt für Straßen- und Verkehrswesen, Marburg Contractor: A. Bauer GmbH & Co. KG, Cölbe Mixing Plant: MHI GmbH, Homberg (Ohm) – 26 km to work site Application: June 1999 Types of mix: Asphaltbinder 0/22 S (binder course) (3256 mt warm mixed; 991 mt hot mixed) Splittmastixasphalt 0/8 S (stone mastic asphalt) (1016 mt warm mixed; 387 mt hot mixed) Specifics: First major public trial site Measuring of energy savings at mixing plant Ambient temp.: 18° - 22° C (64° - 72° F) Application temp.: 126° - 142° C delivered on site (259° - 288° F) 105° - 130° C at the paver (221° - 266° F) © 2007 aspha-min GmbH, Hanau (Germany).

  9. Field Report Case study 1 B 3, Schönstadt-Schwarzenborn (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Two lanes separately paved with warm mix

  10. Field Report Case study 1 B 3, Schönstadt-Schwarzenborn (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Texture of the SMA

  11. Field Report Case study 1 B 3, Schönstadt-Schwarzenborn (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Surface after completion

  12. Field Report Case study 1 B 3, Schönstadt-Schwarzenborn (energy savings - extract) © 2007 aspha-min GmbH, Hanau (Germany).

  13. Field Report Case study 1 B 3, Schönstadt-Schwarzenborn (today) © 2007 aspha-min GmbH, Hanau (Germany).

  14. Average Temperature Range 30°F - 61°F Annual Precipitation 35” Average Daily Traffic 8879 Trucks 1651 1999 2007

  15. Field Report Case study 2 Project: L 3072, OU Mücke-Atzenhain – Germany, State of Hesse Principal: Hessisches Landesamt für Straßen- und Verkehrswesen Amt für Straßen- und Verkehrswesen, Schotten Contractor: Bickhardt Bau AG, Kirchheim Mixing Plant: MHI GmbH, Homberg (Ohm) – 14 km to work site Application: July – August 1999 Types of mix: Asphalttragschicht 0/32 (base course) (800 mt warm mixed; 3848 mt hot mixed) Asphaltbinder 0/16 (binder course) (547 mt warm mixed; 724 mt hot mixed) Asphaltbeton 0/11 (wearing course) (985 mt warm mixed; 571 mt hot mixed) Specifics: partly manual application Ambient temp.: 19° - 25° C (66° - 77° F) Application temp.: 135° - 145° C leaving plant (275° - 293° F) © 2007 aspha-min GmbH, Hanau (Germany).

  16. Field Report Case study 2 L 3072, Mücke-Atzenhain (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Warm mix attached to existing lane

  17. Field Report Case study 2 L 3072, Mücke-Atzenhain (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Hand work areas

  18. Field Report Case study 2 L 3072, Mücke-Atzenhain (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Connecting link-roads

  19. Field Report Case study 2 L 3072, Mücke-Atzenhain (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Surface after completion

  20. Field Report Case study 2 L 3072, Mücke-Atzenhain (today) © 2007 aspha-min GmbH, Hanau (Germany).

  21. Field Report Case study 2 L 3072, Mücke-Atzenhain (today) © 2007 aspha-min GmbH, Hanau (Germany).

  22. Field Report Case study 2 L 3072, Mücke-Atzenhain (today) © 2007 aspha-min GmbH, Hanau (Germany).

  23. Average Daily load: 3089 vehicles 181 heavy vehicles 1999 2007

  24. Field Report Case study 3 Project: B 49, Flensungen-Ruppertenrod – Germany, State of Hesse Principal: Hessisches Landesamt für Straßen- und Verkehrswesen Amt für Straßen- und Verkehrswesen, Schotten Contractor: Stutz GmbH & Co. KG Mixing Plant: MHI GmbH, Homberg (Ohm) – 23 km to work site Application: November 1999 – June 2000 Types of mix: Asphalttragschicht 0/32 (base course) (2045 mt warm mixed; 2305 mt hot mixed) Asphaltbinder 0/16 (binder course) (640 mt warm mixed; 659 mt hot mixed) Splittmastixasphalt 0/11 (stone mastic asphalt) (865 mt warm mixed; 200 mt hot mixed) Specifics: base course contains 45% of RAP Ambient temp.: -1° - +3° C (30° - 37° F) Application temp.: 139° - 145° C delivered on site (282° - 293° F) 102° - 139° C at the paver (216° - 282° F) © 2007 aspha-min GmbH, Hanau (Germany).

  25. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Warm mixed base course paved at ~ 0° C

  26. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Warm mixed SMApaved at ~ 2° C!

  27. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Heavy traffic allowed only single file paving

  28. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (1999, during application) © 2007 aspha-min GmbH, Hanau (Germany). Surface after completion

  29. Field Report Case study 3 B 49, Flensungen-Ruppertenrod © 2007 aspha-min GmbH, Hanau (Germany).

  30. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (today) © 2007 aspha-min GmbH, Hanau (Germany).

  31. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (today) © 2007 aspha-min GmbH, Hanau (Germany).

  32. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (today) © 2007 aspha-min GmbH, Hanau (Germany).

  33. Field Report Case study 3 B 49, Flensungen-Ruppertenrod (today) © 2007 aspha-min GmbH, Hanau (Germany).

  34. Average Daily load: 4561 vehicles 294 heavy vehicles 2000 2007

  35. Field Report Official rating Here: B 3, Schönstadt-Schwarzenborn © 2007 aspha-min GmbH, Hanau (Germany). Source:„Erfahrungssammlung über die Verwendung von Fertigprodukten und Zusätzen zur Temperaturabsenkung von Asphalt“; bast 08/2006

  36. Field Report Product Info Extrabenefits of aspha-min® in HMA: • Easier compaction of high performance types of mix • Easier compaction in manual application • Easier compaction of thin layers • Easier compaction when adding high portions of RAP • Allows longer hauls • Allows cold weather paving © 2007 aspha-min GmbH, Hanau (Germany).

  37. Renfovia®with aspha-min® Renfovia®without aspha-min® Field No. 1 2 3 4 5 Roller 9 t V, S 12 t V, O 9 t V, S 9 t V, O 12 t V, O Pass 1 78,9 77,5 76,6 79,8 76,7 Pass 2 92,8 92,8 93,4 91,5 90,2 Pass 3 97,0 95,1 97,0 94,0 94,5 Pass 4 97,9 96,3 97,7 95,9 94,9 Pass 5 98,3 98,8 98,4 96,8 97,9 Pass 6 - - - 97,5 98,3 Density by volume 2,485 2,485 2,485 2,465 2,465 Field Report Laying aspha-min® as compaction aid in hot mixed asphalt: (Germany: BAB A 31, AS Lembach – AS Gescher) © 2007 aspha-min GmbH, Hanau (Germany). Legend: V = vibration; S = statically; O = oscillation Source: EUROVIA Services GmbH, MPA Bottrop –Dr. Ing. Christoph Dröge

  38. Field Report Achievement Rewarded by the German Federal Ministry for the Environment „Prix de l‘Innovation Vinci“ (France) „Gefahrstoffschutz-Preis“ (Germany) „Certificat Innovation Autoroutière“ (France) „Prix Innovation de la FNTP“ (France) „Grand Prix de l‘Innovation du SMCL“ (France) 1997 2001 2002 2005 © 2007 aspha-min GmbH, Hanau (Germany).

  39. Warm Asphalt Demonstration Charlotte, NC September 2004

  40. PlantLake Norman • 250 TPH Parallel Drum Plant w/ Coater • Production Rate For Test – 140 TPH • Normal Mix temperature – 310 F • Warm Mix Temperature – 265 F • Injection of Aspha-min 2’ Into Dryer • Percent of Reduction in Emissions: SO2 – 17.6%, NOx – 6.1%, THC – 35.3%

  41. MIX PROPERTIES • S9.5C Mix was used with 10% RAP • PG – 70 Liquid was used for both mixes • Liquid Anti-Strip LOF6500 @ .75% by wt. • 92% quarried granite and 8% slag • Minimum Compaction – 92% • Actual Compaction – 92.8% Conv. Mix • Actual Compaction – 93.4% Warm Mix

  42. Paving Old Statesville RoadCharlotte, NC • Placed mix with 2181 Blaw-Knox Paver • Two Vibratory Rollers and 1 Rubber Tire • Rolling Pattern was same for both mixes • Matt Thickness – 1 1/2” to 2” • Very little temperature loss from plant to job • Placed 160 tons of Warm Mix

  43. Aspha-min Mix on Old Statesvillewith City and DOT Observers

  44. Aspha-min Injector

  45. Aspha-Min WMA - 265° F HMA - 315° F

  46. Old Statesville Road 2007 • Average Temperature Range 39°F - 79°F • Annual Precipitation 43” • Average daily traffic volume 27,800 • Posted speed 45mph

  47. Old Statesville Road2007

  48. SR 417 Orlando, Florida • Feb. - March 2006

  49. Open Graded Friction Course PG 76-22 with .4% fiber Design temp 320° F

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