This website uses cookies to store information on your computer. Some of these cookies are used for visitor analysis, others are essential to making our site function properly and improve the user experience. By using this site, you consent to the placement of these cookies. Click Accept to consent and dismiss this message or Deny to leave this website. Read our Privacy Statement for more.
Concrete Repair Terminology (K-L)
Share |

Concrete Repair Terminology is prepared by the International Concrete Repair Institute. The cross-referenced terms provide definitions for commonly used words in concrete repair, restoration and protection.

PDF Download Available Here. (File Size: 1MB)
Revised June 2015

A   |   B   |   C   |   D   |   E   |   F   |   G   |   H   |   I   |   J   |   K-L   |   M   |   N-O   |   P   |   Q-R   |   S   |   T   |   U-V   |   W   |   X-Y-Z

- K -


a saw cut in a concrete surface for embedment of the perimeter of a membrane or other thin surface treatment.


—a recess or groove in a concrete substrate which is filled with repair material to provide increased shear strength along the interface.

- L -


a weak layer of cement and aggregate fines on a concrete surface that is usually caused by an overwet mixture, overworking the mixture or excessive finishing, underwater concrete placement, or combinations thereof.


to bond layers of a material.


equipment for shooting refractory shotcrete material into areas that have a high temperature; typically, a length of metal pipe with an extended nozzle with various configurations.


a stable emulsion of natural or synthetic rubber in water.

latex-modified concrete


the quantity of material that accidentally enters or escapes through an opening such as a hole or crack.

length change

increase or decrease in length. (See also volume change and deformation.)

licensed design professional

1) An engineer or architect who is licensed to practice structural design as defined by the statutory requirements of the professional licensing laws of a state (province) or jurisdiction; 2) The architect or engineer, licensed as described, who is responsible for the structural design of a particular project (also historically engineer of record).


individual layer of repair material where several layers or courses are required to achieve the total depth of a repair.

lift-off test

a procedure that uses a calibrated hydraulic ram system to assess the effective force in an unbonded post-tensioned tendon or to detension existing tendons.


softening and raising or wrinkling of a pervious coat by the application of an additional coat; often caused by coatings containing strong solvents.

linear polarization

a nondestructive testing method to estimate the instantaneous corrosion rate of the concrete reinforcement located below the test point by measuring the current required to change by a fixed amount the potential difference between the reinforcement and a standard reference electrode.


any protective material applied to the interior surface of a conduit, pipe, or tunnel to provide watertightness, erosion resistance, chemical resistance, or reduced friction.

liquid-volume measurement

measurement of grout on the basis of the total volume of solid and liquid constituents.

live load

a moving load on a structure.

load cell

device for measuring the magnitude of an applied load.

load factor

a factor by which a service load is multiplied to determine a factored load used in the strength-design method.

load test

procedure consisting of applying loads to verify the strength and behavior of a structure or structural member.


device that maintains tension on a monostrand tendon while the end anchorage is replaced.

longitudinal crack


a definite quantity of a product or material accumulated under conditions that are considered uniform for sampling purposes.

low-pressure spray-applied mortar

the placement of a repair material by spraying using a low- velocity pump with air added at the nozzle.

low-pressure water blasting


in grouting, the physico-chemical characteristic of a grout material flow through a soil or rock that is the inverse of the inherent friction of that material to the soil or rock; comparable to “wetness.”

Return to top.

ICRI Supporting Members


International Concrete Repair Institute, Inc.
1000 Westgate Drive, Suite 252
St. Paul, Minnesota 55114 USA
Phone: +1 651-366-6095

Copyright © 2015-2019 International Concrete Repair Institute, Inc. (ICRI) All rights reserved.

Privacy Policy | Antitrust Policy | Terms of Use | Contact Us | Site Map

This website is optimized for Firefox and Chrome.
If you have difficulties using this site, see complete browser details.