IS 6509

: 1985

Code of practice for installation of joints in concrete pavements

CurrentFrequently UsedCode of PracticeBIMTransportation · Building Construction Practices incl. Painting, Varnishing
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This code provides practical guidelines for the construction and installation of various types of joints in concrete pavements, including highways, airfields, and industrial floors. It details the methods for forming, sawing, and sealing expansion, contraction, construction, and longitudinal joints to ensure proper pavement performance and service life.

Code of practice for installation of joints in concrete pavements

Quick Reference Values
Initial saw cut depth for contraction joints1/4 to 1/3 of the slab depth
Typical expansion joint gap width20 mm to 25 mm
Dowel bar diameter for slabs > 20 cm thick25 mm
Recommended dowel bar length500 mm
Typical tie bar spacing for longitudinal joints600 mm to 750 mm
Depth of sealant in a grooveNormally equal to the width, but not greater
Practical Notes
The timing of initial joint sawing is critical. Sawing too early causes ravelling of edges, while sawing too late can result in random, uncontrolled shrinkage cracking.
Ensure dowel bars are perfectly aligned parallel to the slab surface and direction of traffic. Misalignment can lock the joint, preventing movement and causing stress-induced cracking.
Thorough cleaning and drying of the joint groove before applying sealant is essential for achieving a durable, watertight seal. Any debris or moisture will compromise sealant adhesion.