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Pile Integrity Tester TM (PIT) For Low Strain Integrity Testing 4535 Renaissance Pkwy Cleveland Ohio 44128 USA tel: +1-216-831-6131 fax: +1-216-831-0916 Email: [email protected] www.pile.com Quality Assurance for Deep Foundations DATA PROCESSING SOFTWARE PIT-W STANDARD VERSION PIT-W Standard Version is supplied with the PIT hardware. It analyzes records in the time domain and outputs user customized tables and reports. The analysis in the time domain is recommended for the determination of defect depth. With PIT-W Standard Version results can be filtered, magnified with an exponential amplification as a function of time, and plotted. PIT-W PROFESSIONAL VERSION PIT-W Professional Version has all the features of the Standard Version plus advanced tools for interpreting data obtained with PIT-FV: Frequency Domain Analysis, Pile Profile Analysis, Two Velocity, Beta and Surface Wave Analysis. The Multiple Column Plot helps record comparison. PIT-S The PIT-S software simulates the performance of low strain integrity testing with the PIT. It allows the user to enter a pile shape, realistic soil layer properties and characteristics of a hammer impact. It then displays the signals that would result from a test performed in those circumstances for both PIT-V and PIT-FV tests. Curves simulated by PIT-S may be overlaid over measured curves for a simple signal matching process that helps investigate the cause of observed reflections. A demonstration version of the PIT-S software is supplied with the PIT hardware. PIT performs Low Strain integrity testing, also called Sonic Echo or Pulse Echo Testing. The PIT may be used for auger cast-in-place (CFA) piles, drilled shafts, driven concrete piles, concrete filled pipes and timber piles. It detects potentially dangerous defects such as major cracks, necking, soil inclusions or voids and, in some situations, can determine unknown lengths of piles that support existing bridges or towers. PIT data is evaluated in the field or transferred to a personal computer for further analysis by the PIT-W software. The lightweight PIT unit is operated by one person, has an easy-to-use touch screen, and runs an entire day on its internal rechargeable battery. The PIT test consists of attaching an accelerometer to the top or side of the foundation to be tested. The accelerometer acquires data resulting from the impact of a small hand held hammer (instrumented or not). If a defect is present along the shaft, its size and location can be estimated by analyzing the propagation and reflection of the wave induced on the foundation by the hammer impact. It is also possible to estimate the depth of the pile toe. PIT-V has one channel input of data acquisition, used to record the acceleration measured on the pile. This is sufficient for many applications. Data obtained with PIT-V is analyzed in the time domain only. PIT-FV has two input channels. The first input on the FV model is the acceleration measured on the pile, as in a PIT- V test. The second input may be from a second accelerometer or from an instrumented hammer. If the second input is from an instrumented hammer, then a Transient Response (frequency domain) analysis can be performed to determine a relative stiffness of the shaft. A comparison of various piles reveals the shaft with the lowest stiffness – possibly a defective one. An instrumented hammer also permits comparing the force and velocity pulses, which may help detect defects in the upper portion of the shaft. If the second input is another acceleration, then a wave up analysis can be made to determine wave speed. This is helpful when the pile tested is an integral part of an existing structure, helps in unknown depth determination, and can also be used to eliminate Rayleigh (surface) waves from the measurements (useful for larger shafts). PIT is available in two models, PIT-V and PIT-FV 42932-PIT Catalog Sheet 10/22/07 12:26 PM Page 1
Transcript
  • Pile Integrity TesterTM (PIT)For Low Strain Integrity Testing

    4535 Renaissance Pkwy Cleveland Ohio 44128 USA tel: +1-216-831-6131 fax: +1-216-831-0916

    Email: [email protected] www.pile.com

    Quality Assurance for Deep Foundations

    DATA PROCESSING SOFTWAREPIT-W STANDARD VERSIONPIT-W Standard Version is supplied with the PIT hardware. It analyzes records in the timedomain and outputs user customized tables and reports. The analysis in the time domain isrecommended for the determination of defect depth. With PIT-W Standard Version results can befiltered, magnified with an exponential amplification as a function of time, and plotted.

    PIT-W PROFESSIONAL VERSIONPIT-W Professional Version has all the features of the Standard Version plus advanced tools forinterpreting data obtained with PIT-FV: Frequency Domain Analysis, Pile Profile Analysis, TwoVelocity, Beta and Surface Wave Analysis. The Multiple Column Plot helps record comparison.

    PIT-SThe PIT-S software simulates the performance of low strain integrity testing with the PIT. Itallows the user to enter a pile shape, realistic soil layer properties and characteristics of ahammer impact. It then displays the signals that would result from a test performed in thosecircumstances for both PIT-V and PIT-FV tests. Curves simulated by PIT-S may be overlaid overmeasured curves for a simple signal matching process that helps investigate the cause ofobserved reflections. A demonstration version of the PIT-S software is supplied with the PIThardware.

    PIT performs Low Strain integrity testing, also called Sonic Echo orPulse Echo Testing. The PIT may be used for auger cast-in-place(CFA) piles, drilled shafts, driven concrete piles, concrete filledpipes and timber piles. It detects potentially dangerous defectssuch as major cracks, necking, soil inclusions or voids and, in somesituations, can determine unknown lengths of piles that supportexisting bridges or towers.

    PIT data is evaluated in the field or transferred to a personalcomputer for further analysis by the PIT-W software. Thelightweight PIT unit is operated by one person, has an easy-to-usetouch screen, and runs an entire day on its internal rechargeablebattery.

    The PIT test consists of attaching an accelerometer to the top or side of the foundation to be tested. The accelerometer acquiresdata resulting from the impact of a small hand held hammer (instrumented or not). If a defect is present along the shaft, its sizeand location can be estimated by analyzing the propagation and reflection of the wave induced on the foundation by thehammer impact. It is also possible to estimate the depth of the pile toe.

    PIT-V has one channel input of data acquisition, used torecord the acceleration measured on the pile. This issufficient for many applications. Data obtained with PIT-Vis analyzed in the time domain only.

    PIT-FV has two input channels. The first input on the FVmodel is the acceleration measured on the pile, as in a PIT-V test. The second input may be from a secondaccelerometer or from an instrumented hammer.

    If the second input is from an instrumented hammer, thena Transient Response (frequency domain) analysis can beperformed to determine a relative stiffness of the shaft. A

    comparison of various piles reveals the shaft with thelowest stiffness – possibly a defective one. Aninstrumented hammer also permits comparing the forceand velocity pulses, which may help detect defects in theupper portion of the shaft.

    If the second input is another acceleration, then a wave upanalysis can be made to determine wave speed. This ishelpful when the pile tested is an integral part of anexisting structure, helps in unknown depth determination,and can also be used to eliminate Rayleigh (surface) wavesfrom the measurements (useful for larger shafts).

    PIT is available in two models, PIT-V and PIT-FV

    42932-PIT Catalog Sheet 10/22/07 12:26 PM Page 1

  • 4535 Renaissance Pkwy Cleveland Ohio 44128 USA tel: +1-216-831-6131 fax: +1-216-831-0916

    Email: [email protected] www.pile.com

    Quality Assurance for Deep Foundations

    Pile Integrity TesterTM (PIT)For Low Strain Integrity Testing

    Printed on recycled paper.© 2006, Pile Dynamics, Inc.

    The output of PIT is a graph of the velocity signal versus pile length as shownabove. Piles with flawless shafts show a reflection from the pile toe as in theauger cast-in-place pile example above (top). Defective piles show earlyreflections from the damage location as in the bottom portion of the figureabove. As a rule of thumb, toe reflections should be observed withembedments less than 30 diameters.

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    DG

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    Pile Integrity Tester SpecificationsPhysicalSize: 7.5 X 175 X 235 mmWeight: 2.2 kgBacklit transflective VGA display for any lighting conditionsTemperature range: Operating Range: 0 to 40 °C

    Storage Range: -20 to 65 °CInternal battery (8 hours duration)

    Electronic & FunctionalMicroprocessor SA 1110 operating at 204 MHzData Storage on Flash card > 64 MB24-bit A/D converter with 1 or 2 channelsAnalog signal frequency response 22 KHz (-3dB)Sample digitizing frequency of > 1MHz

    (net frequency after DSP>40KHzSampling frequency accuracy within 0.01%Trigger level: 0.3 voltsLarge high-contrast touch screen displaySampling speed of 50 KHz for normal pile testing

    (up to 150 kHz available for shorter piles or floor slabs)“Wavelet” analysis during data acquisition

    Expert technical support for as long as you own the systemFull one year warranty for any manufacturer’s defects

    PIT Hammer SpecificationsTip Diameter Approximate Weights

    Non-Instrumented Instrumented1 – 1/2” (38.1mm) 1 lb. (0.5 kg) 1 lb. (0.5 kg)2” (50.8mm) 3 lbs. (1.4 kg) 3 lbs. (1.4 kg)3” (76.2mm) 8 lbs. (3.7 kg) 9 lbs. (4.1 kg)

    • Replaceable hard plastic hammer tips• Instrumented hammer is equipped with a 5mV/g accelerometer

    Accelerometer

    Hand-heldHammer

    PIT Accelerometer SpecificationsSize: 20 x 20 x 60 mmTemperature range: -50 to 120 °C operatingCircuit: integral impedance converting electronicsNominal sensitivity: 50 mV/gAcceleration range: + 100 gShock limit: 30,000 gFrequency range: 0.7 to 9000 HzAmplitude linearity: 40 kHzNominal time constant: > 0.5 sLow noise shielded cable (1500 mm)Attachment by bolt on shaft side (below left) or

    flat base mount with adhesive (below right)

    The equipment and technique correspond toASTM D5882 and similar worldwide specifications;

    PIT is CE certified.

    42932-PIT Catalog Sheet 10/22/07 12:26 PM Page 2


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