Hot-Applied Asphalt Crack Sealant — Hot-applied asphalt crack sealant application on a highway pavement

Hot-applied crack sealant must be heated until it reaches the workable range specified for the selected grade, then installed into a clean and dry crack reservoir. There is no universal kettle temperature for every sealant: formulation, climate grade, equipment and manufacturer instructions all affect the permitted range and maximum safe temperature.

What application temperature should be used?

Use the application range and maximum heating temperature on the approved product TDS and package label. A thermostatically controlled melter with suitable agitation should be used, and the displayed kettle temperature should be checked against the actual material condition. The 190°C and 200°C values used in some laboratory test procedures are not automatically field-heating instructions.

Why overheating causes problems

  • Extended heating can age the binder and reduce flexibility.
  • Exceeding the stated maximum may cause smoking, separation or loss of performance.
  • Repeatedly cooling and reheating old material can make application control less reliable.
  • Unsafe heating increases burn, fire and fume risks.

Add material in manageable batches, monitor temperature continuously and follow the grade-specific TDS and SDS for PPE, ventilation and fire precautions.

How to calculate crack sealant quantity

For a uniform rectangular reservoir, estimate volume with:

Volume (litres) = crack width (mm) × filling depth (mm) × total length (m) ÷ 1,000

Estimated mass is the calculated volume multiplied by the product density in kg/L. For example, a 10 mm wide, 15 mm deep reservoir over 1,000 m requires about 150 litres before construction allowance. Use the density on the current TDS, then add an allowance for irregular cracks, routing variation, kettle residue and site loss.

Why actual consumption differs

Natural cracks rarely have constant width and depth. Routing profile, backer material, surface overband, intersections, spillage and equipment residue can all change consumption. Measure representative sections and run a trial area before confirming the full project quantity.

Recommended construction sequence

  1. Inspect and route or widen the crack where required by the maintenance specification.
  2. Remove dust, loose particles, vegetation and moisture; allow the reservoir to become clean and dry.
  3. Heat and agitate the sealant within its approved temperature limits.
  4. Fill continuously from the bottom upward without trapping air or applying excessive overband.
  5. Protect the seal until it cools sufficiently to resist tracking or displacement.

Keep temperature readings traceable

Link each reading to the selected product, current instructions and measurement point. A record supports review; it does not set a safe temperature.

Product and instructions

Record the product grade, batch, TDS/SDS revision and applicable project requirements before heating. Resolve missing or conflicting limits with the responsible supplier and project team.

Measurement and location

Record time, work location, instrument and measurement point. Keep material readings separate from heat-transfer oil, ambient and pavement readings; a kettle setting alone is not a material reading.

Limits and deviations

Use the limits, monitoring frequency and reheating conditions in the applicable product and equipment instructions. Record excursions, interruptions, corrective action and reviewer; do not treat the blank log as permission to continue.

Worked example with two different sections

Arithmetic example only: both sections and lengths below are hypothetical, with constant rectangular fill within each segment. They are not recommended routing dimensions or a field record.

Assumed segment A

10 mm × 15 mm × 400 m ÷ 1,000 = 60 L

Assumed segment B

8 mm × 12 mm × 600 m ÷ 1,000 = 57.6 L

Combined theoretical fill volume: 60 L + 57.6 L = 117.6 L

This total excludes any surface overband, intersections, irregular voids, equipment residue and site loss. Check measured sections and a trial area, then record the basis for allowances separately.

Convert to mass only with the confirmed density for the selected product and its stated basis. Multiply litres by kg/L; keep any procurement rounding to package sizes separate. No density or loss percentage is assumed here.

Blank field temperature record

Download the temperature record (CSV)

Blank recording aid only. No temperature limits, readings or approvals are supplied. Complete it under the applicable product, equipment and project instructions.

FHWA crack treatment checklist (PDF, English)

Background reference on application checks; use the instructions and requirements applicable to your product and project.

Information to send with an inquiry

  • Pavement type and lowest service temperature
  • Average crack width, depth and total length
  • Required standard or climate grade
  • Melter type and intended construction method
  • Package preference, quantity and destination

View hot-applied crack sealant View application case