Steven Bremel
Document
Test certificate
Number
04
Sheet
1 of 1

Specimen

Description

LOAD FRAME SPECIMEN SLAB ROOT CHAMBER

Procedure

  1. Hold to apply the root's push to the intact slab
  2. Move the probe along the slab
  3. Hold again at any seam
Root push0.00 MPa
Slab in tension2.90 MPa
Probe
Intact slab
Result
Ready
Push against strength
0%
Plate
0 of 20

Test record

Specimen

01 Specification

02 Result

03 Conclusion

Specimen details

    Attachment A

    Reference values

    Blocked pea root, maximum axial push
    0.52 MPa
    Clark and others, Rothamsted, 1996
    Class C30/37 concrete, mean tensile strength
    2.9 MPa
    Eurocode 2

    Root pressure alone is not enough to crack a pavement. Roots go to cracks that are already open, and from there they can lift the slab.

    University of Florida, January 2026

    The crack came first.

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