Piling Mats & Crane Pads

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
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.

Top Wighay
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
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

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    Head Office: Soil Science Ltd Suite 5 Markham House, 20 Broad St, Wokingham Rg40 1AH

    Derby Office: 32 Friar Gate, Derby, DE1 1BX

    Telephone: 0118 3389 530. Email: info@soilscienceltd.com

    Registered Address: C/O Cox Costello & Horne Batchworth Lock House, 99 Church Street, Rickmansworth, England, WD3 1JJ. Company Registration Number 12425259

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