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Fossil Works, Inc.
PO Box 61638
Boulder City, NV 89006-1638

877.336.7745
fax 702.293.7898
info@fossilworksinc.com

FWI MISSION STATEMENT:
Fossil Works, Incorporated will strive to manufacture quality products for repair, maintenance and improvement projects. Our products will provide practical solutions for homeowners and contractors and will be easy to use and durable. Packaging for our products will meet the functional requirements of our customers and will be distributed in the most efficient and timely manner in order to achieve the best industry value.

All images, concepts, text and information contained on this site are protected by copyright law and no unauthorized use, copying, or reproduction in any form is permitted. Last update  January 2008.
© 1998 -2008 Fossil Works, Incorporated

 

POTHOLE REPAIR RESEARCH

The Strategic Highway Research Program (SHRP) PROJECT H106 evaluated the effectiveness of materials, procedures and equipment used for performing pothole repair.    

These four (4) distresses define the evaluation of pothole repair patches:

  • SHOVING: A permanent upward displacement of repair material due to the action of traffic. Shoving may be the result of excess binder material or a binder material too soft to be used in very warm climates.
  • REVELING: The loss of aggregate from the surface of the repair due to inadequate cohesion of the mix. Reveling may be caused by excess fines in the binder, stripping of the binder from the aggregate, inadequate aggregate interlock or poor compaction.
  • DISHING: The formation of a depression within the repair due to compaction by traffic. Dishing is caused by inadequate compaction during placement or instability of the mix.
  • DEBONDING: The loosening of the patch material from the surrounding pavement. Debonding may occur from stripping due to moisture or debris being present in the pothole at the time of patching.

POTHOLE REPAIR TESTS*

Desired Property

Lab Test

Standard

Stability

Resilient Modulus

Marshall Stability

Density

ASTM D4123

ASTM D1559

ASTM D2950

Resistance to water

Anti-stripping

ASTM D 1664

Workability (mix)

Workability

Penn Trans Inst

(Report FHWA-RD-88-001)

Workability (binder)

Viscosity Penetration

ASTM D2171

ASTM D5

Durability

Softening Point

ASTM D36

Adhesion/cohesion

Ductility

ASTM D113

Stability, durability

Sieve analysis

ASTM C136

*SAS® Statistical Package

FINDINGS

When compared directly, the throw-and-roll placement method is a viable option for repairing potholes, particularly in adverse weather conditions. This procedure should only be considered if good-quality cold mixes are used.

When comparing costs of patching operations, the performance or service life should be also be considered. The initial cost per ton of purchasing a material is insignificant when compared to the labor, equipment and user delay costs incurred by patching operations. Poorly performing materials can further increase the labor, equipment and user delay costs by requiring a great deal of repatching.

Spray-injection patching devices are a viable way to repair potholes in asphalt pavements and are capable of producing good patches when good-quality, compatible aggregate and binder are used. Spray-injection devices are limited by the quantity of the materials used and by the skill of the operator using the device. Poor-quality and incompatible materials will not be improved simply by the use of a spray-injection device.

Patches placed under severe winter conditions should not be expected to perform as well as those placed in more temperate, spring-like conditions. The most critical period in the service life of a pothole patch appears to be the first few weeks, when the material is setting. Excessive moisture and cold temperatures can impede the setting of the repair materials, providing more opportunity for the repairs to fail.

Winter patching operations should be limited to either throw-and-roll or spray injection to reduce the amount of time that workers need to be in traffic, thereby reducing the risk to both the maintenance crew and the traveling public.

The greatest failure mode was the reveling of the material out of the pothole and it occurred within days of the installation. Therefore, preliminary testing should be done to ensure the compatibility of the aggregate and binder that will be used to avoid premature failures and repatching operations.

Fossil Works, Incorporated is the manufacturer of DARM, Durable Asphalt Repair Mix. For more information contact Fossil Works, Incorporated at  1-877-3 FOSSIL (336-7745), FAX 702-293-7898, info@fossilworksinc.com.

For more information on DARM®:

DARM® Specifications

DARM® Material Safety Data Sheet (MSDS) is available upon request.