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Interlayer Crack
2
0
Figure
versus
p5
The improvement in in tensile stress and strain versus
the the control is calculated using the the following steps Stress Improvement Factor (ơί/ơc) Where:
ơί is is ultimate ultimate stress stress with the the interlayer ơc is ultimate stress of the control Strain Improvement Factor (εi/εc)
Where:
εi is is strain strain at at at at ultimate ultimate stress stress with the the interlayer εc is strain at at ultimate stress of the control Stress Improvement Improvement Factor Factor Factor x Strain Improvement Improvement Factor Factor Factor = Interlayer Crack
Mitigation (ICM) Factor Factor Factor CONCLUSIONS
GlasPave25 outperformed conventional AASHTO paving paving fabrics and paving paving mats by as as much as as two times
GlasPave50 surpassed conventional AASHTO paving fabrics and paving mats by as as much as as four times
Paving Mats is equivalent to the machine direction performance
between GlasPave Paving Mats and the most common paving paving fabrics and paving paving mats EXPERIENCE YOU CAN RELY ON Tensar Tensar International Corporation (Tensar) the leader
7 0
6 0
5
0
4
0
3 0
0
1 0
0
0
Texas Transportation Institute By using the the Stress Improvement Factor and the the Strain Improvement Factor one can calculate the improTveEmeNntSin AtheRaspIhaNlt’sTabEilitRy tLo rAesiYst rEeflRectivRe EFLECTIVE CRACK DELAY
ALL pavements - new overlay or or patch should include an an interlayer cracking which is expressed as the ICM Factor As roadway applications Our products and technologies backed by the most thorough quality assurance
practices are at the the forefront of the the industry Our shown below (Figure 2) GlasPave Paving Mats outperformed the the other paving fabrics and mats tested 6 0
Independent Testing
GP50_New
NW_New
Control 3 2
GP25_New
3 1 GP25_(45 ̊)
2
2
2
2
Fiber Paving Mat 1 5
1 0
For more information on on the GlasPave Paving Mats or any of the Tensar Systems call 800-TENSAR-1 visit www tensarcorp com or or e-mail info@tensarcorp com common paving fabrics and mats Products Tested
Tensile (kN/m) 50 50 50 50 50 50 50 50 50 2: GlasPave Paving Mats interlayer crack mitigation factors
25 %Elongation <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 Type
Elastomeric Polymer Coating
50 >12
CG
1 Min
>50 ∞ Fabric Fibers
PolyProp Mix Add
PM PM CG
CG
CG
CG
PM PM Tensar Coated Glass
Polyest PM=Paving Mat CG=Composite Grid in in geosynthetic soil reinforcement and stabilization support services include site evaluation design
consulting and site assistance to to to determine interlayer capability
For innovative solutions to to your site work
challenges rely on the experience resources and to delay reflective cracks
expertise that have set the industry standard for more than three decades GlasGrid 50 CGL
GlasGrid 50 CG
GlasPave 25 Uncoated 2
4X
Uncoated 2
2
2X
Uncoated 2
1X
Polyester 2
1X
4
Oz Fabric 1 5X
Fibr’d HMA 1 3X
1 0X
Mitigation Factor (kN)
6 0X
4
2X
4
1X
3 2X
50 6 25 30 <5 <5 <5 <5 <5 <5 <5 <5 <5 CG
CG
PM CG
CG
Uncoated Glass
No Inter- layer 











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