Measurement of the velocity of stress waves in concrete provides valua
ble information on the state of the material. Recently, a number of pa
pers have been published on wave velocity measurements in concrete whe
n access to only one surface of the structure is possible, such as for
the case of concrete pavements. In this paper, the existing one-sided
methods for stress wave measurement in concrete are reviewed. Then, a
modified method for one-sided stress wave velocity determination in c
oncrete is introduced; the novel aspect of the modified technique is t
he data collection and processing system, which more accurately determ
ines the arrival of the generated longitudinal and surface waves. The
modified method, which is demonstrated on a variety of materials inclu
ding steel, PMMA, and concretes of varying composition, is shown to be
superior to existing one-sided techniques. Using the developed techni
que, the significant effect of the moisture content gradient within co
ncrete on one-sided velocity measurements is demonstrated. Finally, on
e-sided velocity measurements are shown to be useful for monitoring th
e strength gain of early age concrete.