
| Location: | Schlechtbach, Germany |
| Execution: | April 2023 |
| Milling depth: | 30 cm |
| Factors of success: | Savings in time and costs by consolidating the existing track ballast and subsoil for use as a load-bearing layer |

| Location: | Sigmaringen, Germany |
| Execution: | September 2022 |
| Milling depth: | 40 cm |
| Faktors of success: | High savings in transport and material costs as well as landfill fees, no PSS |

| Location: | Engstingen, Germany |
| Execution: | September 2021 |
| Milling depth: | 30 cm |
| Factors of success: | Immobilization of the contamination in the existing gravel, solifidiaction of the existing track ballast and subsoil with NovoCrete® Rail as PSS |

| Location: | Grosselfingen, Germany |
| Execution: | July 2021 |
| Milling depth: | 40 cm |
| Factors of success: | Durable rehabilitation of the sludge site, PSS was replaced by HGT in-situ with NovoCrete® Rail |

| Location: | Adana, Turkey |
| Execution: | Februar 2018 |
| Milling depth: | 30 cm |
| Factors of success: | Short construction time, Stabilization of unstable ground |

| Location: | Sivas, Turkey |
| Execution: | September 2017 |
| Milling depth: | 30 cm |
| Factors of success: | Short construction time, Stabilization of unstable ground |

| Location: | Samsun, Turkey |
| Execution: | December 2016 |
| Milling depth: | 30 cm |
| Factors of success: | High savings of time and costs, Execution possible by sub-zero temperatures |

| Location: | Denizli, Turkey |
| Execution: | August 2014 |
| Milling depth: | 30 cm |
| Factors of success: | High savings on transportation and material costs, short construction time and a high daily output
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| Location: | Michelbach, Germany |
| Execution: | April 2014 |
| Milling depth: | 45 cm |
| Factors of success: | High savings on transportation, material and landfill costs and reduced construction time
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| Location: | Stuttgart-Zuffenhausen, Germany |
| Execution: | December 2011 |
| Milling depth: | 40 cm |
| Factors of success: | No soil replacement necessary, savings on landfill charges and reduction in the asphalt layer
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