Next-gen Sustainable and Resilient Infrastructure Lab (NSRI Lab) Equipment and Facilities
The Next-gen Sustainable and Resilient Infrastructure Lab (NSRI Lab) is a research facility located in the Civil Engineering Laboratory Building (CELB) of the College of Engineering at The University of Texas at Arlington. The laboratory is a part of the Civil Engineering Department and includes the Non-destructive evaluation (NDE) equipment below.
Laboratory Head: Nur Yazdani, Ph.D.
Equipment
Sonic Surface Scanner (SSS)
The equipment is a NDE technique which is vital in assessing the condition and integrity of bridges without causing damage. It offer insights into the internal structure, potential defects, and overall health of the bridge components. The system can perform both the Impact Echo (IE) and the Spectral Analysis of Surface Waves (SASW) testing on a rolling scan basis. In addition, the hardware and software allow the collection of accurate, cm-level GPS data that can be incorporated in the collected data sets for detailed mapping of results even for decks and bridges with complex geometries. The SSS employs the IE and/or SASW principles for use on large areas and for high resolution imaging. When used for quality assurance, forensic testing, and condition evaluation, the SSS system is a powerful, state-of-the-art tool in verifying concrete integrity, locating defects, measuring concrete thickness profiles along lines of points, and evaluating repair effectiveness.
Sonic Echo/Impulse Response (SE/IR)
The Sonic Echo/Impulse Response (SE/IR) system is a widely used NDE method for assessing the quality, condition, and structural integrity of piles and deep foundations. This method is commonly applied to determine foundation length and detect potential defects within foundations. The NDE-360 is a lightweight, handheld data acquisition platform equipped with a touchscreen interface, allowing a single operator to efficiently collect and analyze data. The SE/IR testing system using the NDE-360 comprises several key components, including a four-channel NDE-360 unit for data acquisition, processing, and display, an accelerometer, an instrumented 3-pound hammer, a geophone, grease, and necessary cables.
Parallel Seismic (PS)
The Parallel Seismic (PS) method is a NDE technique used to determine the depth of deep foundations, particularly in cases where the foundation tops are inaccessible or when traditional echo-based methods are ineffective due to the foundation's length and slenderness (e.g., H-piles or steel abutment). Parallel Seismic testing setup includes an instrumented hand-held hammer with a built-in load cell as the impact source, paired with a borehole receiver such as an NDE 360, hydrophone (100 Hz–4 kHz) in a water-filled PVC casing, or geophone in a grouted casing. Signals are captured by a PS logging unit with at least 16-bit A/D resolution, ~50 kHz sampling rate, gain control, and dual-channel input for simultaneous hammer and receiver data. The borehole should be vertical, offset no more than about 1.5 m (5 ft) from the foundation, and extend at least 3–5 m (10–16 ft) below the anticipated pile toe, with waterproof, depth-marked cabling suitable for the chosen receiver type.
Ground Penetrating Radar (GPR)
GPR imaging of pavement provides accurate information about thicknesses of pavement layers, subgrade thickness and the approximate variation of moisture in the subgrade. It can also detect any voids or delamination under rigid or flexible pavements. GPR imaging of concrete provides information about rebar location, rebar clear cover, rebar spacing, utility conduits inside the concrete, post-tensioning duct location, post-tensioning grout voids location, concrete voids, water penetration, concrete deterioration and a variety of other objects inside the concrete. Bridge deck deterioration mapping may be performed using GPR. Potential deterioration zones can be detected.
Impact Echo (IE) Device
The Impact Echo (IE) device is used to determine anye delamination conditions and thickness of concrete structural members (e.g. bridge deck, girders, piers, footings) when voids, honeycombs and cracks are suspected. The device creates an impact at a spot on the surface and then records and analyzes the echo. Unlike the GPR, it is a spot scanning device, which is used to scan discrete data points in a pre-determined grid on the concrete surface.
iCOR
iCOR is a device that may be used for detailed corrosion evaluation and condition assessment of reinforced concrete structures. Without any electrical connection to the embedded rebars, iCOR can provide corrosion rate mapping of the rebars, corrosion potential mapping, in-situ electrical resistivity of concrete, ambient temperature and relative humidity. With an electrical connection to the rebars, iCOR can provide corrosion potential (Half-Cell Potential Test) of concrete. iCOR can also be used for the detection of corrosion in the reinforcement, rehabilitation and repair of concrete bridges.
SX-10 Trimble Scanner
The SX-10 Robotic Trimble Scanner combines surveying and 3D scanning to capture high-accuracy measurements. This allows the scanner to be used in general and topographic surveys, and infrastructure surveys. The scanner also generates 3D models of the surveyed areas which can then be imported into a variety of CAD software. It is very useful in monitoring the movement or settlement of bridge components, such as MSE wallswith high accuracy.
Infrared Camera
The Infrared Camera can produce a surface thermograph or temperature profile as high as 1200°F. It can be used for condition monitoring, moisture inspection (such as leaking of moisture through surface or drainage cracks), and also to detect near surface cracks or delaminations in concrete structures. It can also be used to locate any underlying delaminations for externally applied FRP retrofitof concrete structures.
Half Cell Potential Meter
Half Cell Potential (HCP) meter is used to determine the state of corrosion of steel reinforcement in concrete using ASTM C876. Structures like bridge decks, parking garages, concrete piers, substructures, tunnel lining and foundation can be tested for potential corrosion. To analyze the results, the measurements made with HCP meter can be plotted on a grid and lines of equipotential contours drawn, highlighting areas of possible corrosion activity.Administration
Melanie Sattler, PhD, PE
Dr. Syed Qasim Endowed Professor and Chair
NH 406
Shih-Ho Chao, PhD, PE
ACPA Tom Wheelan Endowed Professor and Associate Chair for Research and Graduate Studies
NH 407
Arpita Bhatt, PhD
Associate Professor of Instruction, Associate Chair for Student Success
NH 336