PILING MAT AND CRANE PAD
DEPTHS ARE SIGNIFICANTLY REDUCED, USING THE SUREGROUND PROCESS, WHILST STILL MEETING OR EXCEEDING LOADING REQUIREMENTS.
Non-frost susceptible combined capping and subbase to IAN 73/06 complete in half the programme time or less with reduced environmental impact.
PILING MATS & CRANE PADS
Thin piling mat and crane pad depths to 350mm of stabilisation with 100mm of protective stone surfacing with independent category 3 check. Strengths exceed 30% CBR or 350kn/m2 from a single layer with a 2% addition rate, founded upon a 2.5% CBR subgrade. Soil Science have proven to reduce aggregate depths by upwards of 75% using the SUREGROUND process vs a traditional Piling mat design, in turn saving cost, carbon and programme for Tier one Clients.
PERMANENT SURFACING
Suitable for permanent or long-term works. Achievable tolerances of +/- 10mm mean Asphalt can be laid directly on the stabilised layer without the need for a stone regulating layer, removing costs whilst remaining sustainable.
CONVERSION TO HIGHWAY
Constructed to highways specification, temporary haul roads can be used as the capping and subbase for a permanent road after their lifetime as a haul road has expired. The area can be regraded and Asphalt laid directly onto the stabilised layer, subject to specification.
DESIGN
Designs are undertaken to the following standards where applicable:
- IAN 73/06 (W) REVISION 1 (2009) Design Manual for Roads and Bridges
- HA74/07
- BSEN14227-5 in compliance with SHW 600 Series
- BSEN14227-13 in compliance with SHW 600 Series
Soil Stabilisation
Find out more about Soil Stabilisation:
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