Method Briefs
The staff at Olson Engineering utilize a variety of NDE and Geophysical test methods as a means to provide answers to client questions and concerns. In this section, we supply method briefs that detail the technical methods most often employed by our team.
STRUCTURAL, PAVEMENT, & TUNNEL
Impact Echo
Impact Echo (IE) investigations are performed to assess the condition of a variety of concrete structures, including slabs, beams, columns, walls, pavements, runways, tunnels, and dams.
Spectral Analysis of Surface Waves
The Spectral Analysis of Surface Waves (SASW) test method is used primarily to assess crack depths, material stiffness, material condition, and layer thickness.
Ultrasonic Pulse Velocity
Ultrasonic Pulse Velocity (UPV) tests are performed to assess the condition of structural members with two-sided access such as elevated slabs, beams, and columns.
Slab Impulse Response
Slab Impulse Response (SIR) investigations are performed primarily to identify and map out subgrade voids below slabs-on-grade, but can also be used to evaluate the repair of slab subgrade support conditions by comparing the conditions before and after repairs.
Ground Penetrating Radar
The Ground Penetrating Radar (GPR) method is primarily applied to locate and measure the depth of steel reinforcement, post-tensioning and prestress tendons or ducts, and embedded metallic or plastic conduits in concrete slabs, walls, or structural members.
Impact Echo
Impact Echo (IE) investigations are performed to assess the condition of a variety of concrete structures, including slabs, beams, columns, walls, pavements, runways, tunnels, and dams.
Spectral Analysis of Surface Waves
The Spectral Analysis of Surface Waves (SASW) test method is used primarily to assess crack depths, material stiffness, material condition, and layer thickness.
Ultrasonic Pulse Velocity
Ultrasonic Pulse Velocity (UPV) tests are performed to assess the condition of structural members with two-sided access such as elevated slabs, beams, and columns.
Slab Impulse Response
Slab Impulse Response (SIR) investigations are performed primarily to identify and map out subgrade voids below slabs-on-grade, but can also be used to evaluate the repair of slab subgrade support conditions by comparing the conditions before and after repairs.
Ground Penetrating Radar
The Ground Penetrating Radar (GPR) method is primarily applied to locate and measure the depth of steel reinforcement, post-tensioning and prestress tendons or ducts, and embedded metallic or plastic conduits in concrete slabs, walls, or structural members.
FOUNDATION DEPTH & INTEGRITY
Crosshole Sonic Logging
Crosshole Sonic Logging (CSL) tests are used to test the integrity of newly placed drilled shafts, seal footings, and slurry or diaphragm walls.
Crosshole Tomography
Crosshole Tomography (CT) testing is used to accurately characterize the size, location and severity of defects commonly found within newly placed drilled shafts, seal footings, and slurry or diaphragm walls.
Parallel Seismic
The Parallel Seismic (PS) method is used to determine the lengths of deep foundations when foundation tops are not accessible, or when the piles are too long and slender for other test methods.
Sonic Echo / Impulse Response
Sonic Echo/Impulse Response (SE/IR), also called Low Strain Integrity (LSI), Pile Integrity Testing (PIT), etc., are performed to evaluate the integrity and determine the length of deep foundations.
Ultraseismic
Ultraseismic (US) investigations are performed to evaluate the integrity and determine the length of shallow and deep foundations; the method can be performed on drilled shafts and driven or auger-cast piles.
Crosshole Sonic Logging
Crosshole Sonic Logging (CSL) tests are used to test the integrity of newly placed drilled shafts, seal footings, and slurry or diaphragm walls.
Crosshole Tomography
Crosshole Tomography (CT) testing is used to accurately characterize the size, location and severity of defects commonly found within newly placed drilled shafts, seal footings, and slurry or diaphragm walls.
Parallel Seismic
The Parallel Seismic (PS) method is used to determine the lengths of deep foundations when foundation tops are not accessible, or when the piles are too long and slender for other test methods.
Sonic Echo / Impulse Response
Sonic Echo/Impulse Response (SE/IR), also called Low Strain Integrity (LSI), Pile Integrity Testing (PIT), etc., are performed to evaluate the integrity and determine the length of deep foundations.
Ultraseismic
Ultraseismic (US) investigations are performed to evaluate the integrity and determine the length of shallow and deep foundations; the method can be performed on drilled shafts and driven or auger-cast piles.
GEOPHYSICAL
