PAVEMENT PRESERVATION TREATMENT CONSTRUCTION GUIDE
CHAPTER 5: CHIP SEALS
Chapter 5: Chip Seals
2.0 Project Selection
The general selection of preventive maintenance treatments was covered in Chapter 1. Selecting a candidate pavement for a chip seal project is based on structural soundness and the types of distress present. The ability of a treatment to address the current condition of a project is paramount in selecting an appropriate treatment. The main criteria addressed by the varying chip seal types are:
- Chip seals (non-polymer modified, polymer-modified (PME) and rubberized chip seals) are used on structurally sound pavements with minimal cracking to correct raveling and pavement oxidation, cure quickly, restore skid resistance on worn surfaces and resist reflection cracking.
- Special binders such as asphalt rubber and PBA may be used to address specific distress modes.
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Table 2 lists appropriate binder/chip seal combinations for addressing various distress mechanisms. Generally, chip seals are not used on roads with AADT > 40,000.
The main advantages of chip seals include:
- Improved Skid Resistance: The irregular surface of chip seals improves the skid resistance of the existing road surface.
- Cost Effective Treatments: Chip seals are typically cost effective when properly placed on the right type of pavement.
- Good Durability: Chip seals wear well and can have long service lives.
- Ease of Construction: Chip seals are typically constructed rapidly and cause less traffic disruption than other treatments that take longer.
Table 2: Binder/Chip Seal Combinations for Addressing Specific Distress Mechanisms
| Binder/Seal Combination |
Distress Mechanism |
 Raveling |
 Aged Pavements |
 Bleeding/Flushing |
 Load Associated Cracks |
 Water Proofing |
 Climate Associated Cracks |
 Heavy Traffic Volumes |
 Stone Retention |
 Improve Skid Resistance |
| PME/ Emulsion Single Course |
Yes |
Yes |
No |
No |
Yes |
No |
Yes |
Yes |
Yes |
PME/Emulsion Double Course |
Yes |
Yes |
No |
No |
Yes |
No |
Yes |
Yes |
Yes |
PME/Emulsion Sand |
Yes |
Yes |
No |
No |
Yes |
No |
No
(light) |
Yes |
No |
PBA/ PG Binders Single Course |
Yes |
Yes |
No |
No |
Yes |
No |
Yes |
Yes |
Yes |
PBA/PG Binders Double Course |
Yes |
Yes |
Yes |
Yes |
Yes |
Yes |
Yes |
Yes |
Yes |
PBA/Sand |
Yes |
Yes |
No |
No |
Yes |
No |
No |
Yes |
No |
AR/CMCRA SAM |
Yes |
Yes |
No |
Yes |
Yes |
Yes |
Yes |
Yes |
Yes |
Rejuvenating Emulsion |
Yes |
Yes |
No |
No |
Yes |
No |
Yes |
Yes |
Yes |
The main disadvantages of chip seals are:
- Cure Time: PME Depending on the climate, PME chip seals need several hours before they can tolerate unrestricted traffic.
- Loose Chips: Chip seals must be swept to remove excess stone to prevent broken windshields, vehicle damage, and hazards to motorcycles.
- Noise Considerations: Chip seals may increase noise where tires come in contact with the chip seal. The noise is audible by motorists and occupants of adjacent buildings.
- Weather Considerations: Chip seals using emulsions must be constructed during the daytime in warm, dry weather. Hot applied (non-emulsion) chip seals may be applied in cooler conditions and at night.
- Performance: Chip seals create a rough surface and are generally not used for parking lots. Chip seals do not always improve ride quality.
Other limitations of chip seals include:
- PME Emulsion Seals: These are not normally suitable for high volume intersections or high stress areas.
- PBA PG Emulsion Seals: These cure quickly because they are not emulsions, but are not suitable for very high stress areas due to their low initial shear strength.
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