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ASPHALT CRACK AND CONCRETE JOINT SEALING SPECIALISTS

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- Deteriorization -

1. Diagram 1 THE PAVEMENT'S SURFACE TEMPERATURE AT 135° AND ITS BOTTOM TEMPERATURE AT 100° CAUSES PAVEMENT TENSION.
2. Diagram 2 THE SURFACE OF THE PAVEMENT EXPANDS AND CONTRACTS GREATER THAT THE BOTTOM, CAUSING THE CRACK TO PENETRATE DOWNWARD.
(Chack sealant should be applied at this stage)
3. Diagram 3 IF SEALANT IS NOT APPLIED, WATER PENETRATION OCCURS, THE BASE IS SOFTENED AND THE PAVEMENT LOSES ITS SUPPORT.
4. Diagram 4 VEHICLE LOAD COMPRESSES ASPHALT DOWNWARD CAUSING WATER EROSION TO THE BASE.
5. Diagram 5 LOAD CHANGE INCREASES THE EROSION PROCESS.
6. Diagram 6 EROSION AND WATER EVAPORATION STRIP AWAY SUPPORT FROM UNDERNEATH THE PAVEMENT; THIS CAUSES STRESS POINTS.
7. Diagram 7 LOAD BEARING VEHICLES STRESS THE PAVEMENT BEYOND ITS CAPACITY, WHICH CAUSES ASPHALT FAILURE OR "ALLIGATORING".
8. Diagram 8 CRACK SEALING SHOULD TAKE PLACE AT STAGE 2, BEFORE WATER PENETRATION CAN OCCUR.
9. Diagram 9 ROADWORKS #306 RUBBER SEALANT IS RECOMMENDED FOR CRACKS CAUSED BY THERMAL STRESS.

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