Complex Impedance Measuring Instruments (CIMI’s) are non-nuclear devices that calculate the dry unit weight and moisture content of soil by means of electromagnetic wave propagation theory. Unlike nuclear based test devices, these devices do not require certification or elaborate maintenance to own and operate. CIMI operation requires a soil specific calibration process where soil moisture and unit weight are correlated to electrical parameters. A new, smaller acrylic mold was developed as an alternative calibration tool to the manufacturer’s recommended mold. Calibrated soil models were generated using manufacturer recommended procedures as well as new procedures involving an acrylic mold. Models were then tested for accuracy. The new procedure outperformed the manufacturer’s procedure. Another small, acrylic mold was used to investigate the relationship between CIMI readings and soil parameters. Using several samples from four soils, the relationship between moisture, unit weight, and some electrical parameters was characterized. This characterization was then used to create a new, accurate calibration procedure.

Inadequate compaction of a soil subgrade can lead to detrimental outcomes that are not only costly but dangerous to the general public. To avoid this, quality control (QC) devices such as the nuclear density gauge (NDG) are currently being used to monitor the compaction and moisture content of soil subgrades. However, regulatory concerns associated with the NDG have encouraged federal and state agencies, as well as the heavy civil construction industry to consider non-nuclear devices for QC testing of compacted soils. One such non-nuclear device is the Soil Density Gauge (SDG), which utilizes electromagnetic wave propagation to obtain soil properties such as wet unit weight and moisture content. This research shows that through using soil-specific trend lines, the SDG has the capability of obtaining an equivalent NDG wet unit weight. Alongside the SDG, two dielectric moisture probes were also evaluated and through a calibration process on compacted soils, a general moisture content trend line was developed. This general moisture content trend line related outputted volumetric moisture contents from the moisture probes to gravimetric moisture contents. Field data were then plotted along with the general moisture content trend line to show that these devices have the potential of predicting gravimetric moisture contents. By combining the results of the SDG and moisture probe analyses, graphs were then developed that relate SDG wet unit weights to NDG dry unit weights using soil and moisture-specific trend lines.