The following is the general construction sequence of chip sealing:
Distributor Pre-spray Checklist
The application rate that the distributor will be spraying should be based on the binder application rate that was calculated in the chip seal design. The spray pattern should be inspected right after takeoff to ensure the nozzles are spraying properly and the fan pattern is uniform. If any streaking, ridging, puddling, or flowing of asphalt off the roadway surface is observed the spraying operation should be stopped immediately.
Remember, that the design application rate is a starting point and adjustments will need to be made as the surface conditions change throughout the project.
Construction joints, such as transverse and longitudinal joints, are important to consider when spraying binder. Construction paper should be utilized when starting a shot or stopping a shot. Longitudinal joints should coincide with painted lines and should overlap 2” to 4” for uniform appearance.
Key Elements for Spraying Operations
There are four key components you need to consider before starting any job. You’ll also need to maintain them throughout the job.
It takes a combination of accurately set components to produce a correct shot rate. All of the components are working together simultaneously and if one of them changes it will make the others change. The components all working together provide a consistent shot rate regardless of speed or bar width changes.
It’s important that all your components are periodically checked and recalibrated to the manufacturer’s preset standards. If a major component is replaced, you need to follow the manufacturer’s installation and set-up procedures carefully.
Stockpile Operation Checklist
After the stockpile is checked, the contractor should check to ensure that he/she has the required number of haul trucks needed to cover the asphalt shot and that they are in position before spreading starts. As the distributor begins its spraying operations, the spreader should move to within a few feet of the starting point. While the joint paper is being removed, the operator should align the spreader and make sure that there are enough discharge gates open to cover the entire shot of binder. As the spreader and truck move forward, the gates should be opened just before reaching the beginning of the binder shot.
For best results, the aggregate should be applied on any type of asphalt binder as soon as possible. Visual checks should be conducted early in the spreading process to ensure that the aggregate “curtain” is uniform across the entire width of the discharge hopper. The “curtain” should be only one aggregate particle thick and light should be easily seen through the curtain. Any dark streams suggest a gate is open too wide. Any unusually light streak means not enough aggregate is being released. If the aggregate appears to be stacking as it is placed on the binder, it is being applied too heavily.
Behind the spreader, the pavement surface should be checked for contaminants and streaking of thin or thick rows of aggregates. If there is evidence of thick and thin alternating streaks running transversely or looks like a ripple effect then it indicates that the spreader speed is too high.
Once the aggregate is placed, rolling should start immediately. The first rollers are the haul trucks that transport the aggregate and will be backing up to connect to the chip spreader. Speeds should be kept under 25 mph.
Rolling a chip seal is different than rolling asphalt. Hot mix asphalt rolling is rearranging the aggregate particles in the mix to create density or compaction. Chip seals are not compacted, rather the aggregate is simply repositioned to place the largest side of the aggregate in the binder. This gives us the best chance of the aggregate sticking in the binder. Chip seals need to be rolled directly behind the chip spreader while the binder is still hot and sticky in order to give us the best hold.
There should be enough rollers to cover the entire mat width in one pass (one direction). They should be in a staggered pattern making a minimum of five passes for asphalt cement and three passes for emulsions. If rollers are unable to keep up with operations, the distributor should stop until rollers catch up. The rolling pattern will depend on the number and types of rollers. The rolling pattern should be checked to verify that aggregate orientation is correct and if it is not correct, then additional rolling will be required.
Make sure that haul truck wheel paths are staggered when backing up and exercise caution when turning.
Once rolling is complete, the next phase is sweeping. Sweeping of newly constructed chip seals should be conducted preferably the next morning to remove excess chips. Sweeping should begin at the centerline and sweep the excess aggregate toward the outside edge of the roadway. It is important to note that joints should be swept during construction to ensure it is clean.
If sweeping is specified right after rolling, it should be a light sweep in order to avoid dislodging aggregate.