WHITAKER LABORATORY, INC.
2500 Tremont Road  -  Savannah, Georgia 31405
(912) 234-0696  Fax (912) 233-5061  Email: info@whitakerlab.net

Geotechnical Engineering, Testing & Environmental Consultants

   
     

Pin Penetration Resistance Testing

         

 

         
 

Whitaker Lab    

 

 
The James Windsor Pin System

A unique instrument for measuring the strength of new or existing construction materials in situ utilizing the established principle of resistance to penetration.

The James Windsor Pin System measures the compressive strength of concrete, mortar and brick in-situ, quickly, accurately. A non-explosive instrument, the Windsor Pin™ System uses a spring-loaded device to drive a steel pin into the concrete or mortar. The depth of penetration of the needle correlates to the compressive strength of the material under test. A removable chuck and a small pin size facilitate the testing of mortar joints; this is the only system for testing the in-place strength of brick mortar joints. Conforms to ASTM C-803.  

The principle of the Windsor Pin™ system is that a spring drives a steel pin into the surface of the material. Since the depth of penetration is inversely proportional to compressive strength, the device provides a fast and safe way of determining the in situ strength of material.

The spring is loaded by tightening the retraction nut until the trigger mechanism latch closes to hold the spring in place. The stored potential energy is 91 lbs. in (108 NM). With the spring loaded it is compressed to a distance of 0.8 inches. Thus once the trigger is pulled there is enough force to test compressive strength of concrete to a maximum of 5300 PSI (36.9 MPA). The pin is made of a special high strength steel specifically for building material penetration and can be used about seven times. It should be replaced if the length is reduced sufficiently for it to pass a go/no-go gauge. Not doing so will severely impact results.

 

With the chuck on both the micrometer and pin driver, flat surfaces can be easily and accurately measured. Simply make sure the chuck rests against the surface and pull the trigger. After the pin has penetrated the surface, clean the hole with the provided lower, measure depth of penetration and compare to the previously prepared chart for the compressive strength of your material. Charts for typical mortar and concrete is provided.

The recommended practice is to take seven readings discarding the two readings farthest from the mean. By doing this the possibilities of striking a flaw or near surface piece of hard aggregate and using the resulting penetration to calculate strength are sufficiently reduced. Grinding the surface flat before testing pro- duces more consistent results.

With the chuck removed the pin driver is capable of accurately testing mortar joints. By inserting the V-barrel into the mortar joint the pin will directly penetrate at the center of the joint. By following a similar procedures as above the compressive strength of the mortar joint can be accurately and safely tested. A similar v-shape for the micrometer facilitates measurement.

Windsor Pin™ SYSTEM OPERATING PRINCIPLE
A spring-loaded device drives a steel pin into the surface of concrete or mortar and the depth of penetration is measured. Since the depth of penetration is inversely proportional to compressive strength, this system provides a fast and efficient way of determining the in situ strength of material.

The spring is loaded by tightening the loading nut until the trigger mechanism latch closes to hold the spring in place. The stored potential energy is 91 lbs. in (108 NM). With the spring loaded, it is compressed to a distance of 0.8 inches. Thus, once the trigger is pulled there is enough force to test the compressive strength of concrete to a maximum of 5300 PSI (36.9 MPa).

 
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