SCXT3000 is a self-contained sonic logging system, suitable for testing concrete piles, barrettes and other mass concrete structures.
Engineered by James Fisher Testing Services' own development team, this ultra-sonic pile testing system is supplied with a military spec rugged notebook computer as standard, enabling the operator to perform testing in difficult conditions.
The electronic, stainless steel winch unit is easy to operate by a single user. Transducer cables can be supplied to customised lengths and are lifted with submarine type connectors which are also compatible with CS87 or CS97 transducers.
Download the SCXT3000 product data sheet.
Benefits of the SCXT3000 system:
- Calculation of FAT and energy changes
- Compliant to ASTM 6760 and AFNOR NFP94-160-1
- User friendly reporting software
- Military spec rugged notebook
- Accommodates up to 12 tubes and 66 profiles
- 320GB of storage
- Full equipment training available
- James Fisher Testing Services' complete test package available
All of our equipment is supplied fully calibrated to UK national standards.
|SCXT3000 system specifications|
|Logging unit hardware|
|Features||Rugged PC construction with IP65 protection
Battery and/or mains powered
1cm logging interval
Daylight viewable screen
|Display||15.6" TFT LCD FHD QuadraClear™
Sunlight readable display
|Operating system||Windows 7 professional|
|Media||USB & DVD/CD RW|
|Depth range||100m cables supplied as standard|
|Depth interval of readings||1cm|
|Time base||200 to 100 microseconds|
|Typical path length||500 to 3000mm in hardened concrete|
|Storage||8GB RAM with 320GB hard drive
Result data includes all individual signals and header information
File size depends on depth of pile
|Accuracy||Time base: ± 2%
Depth: ± 1%
|Power||External wall plug-in adapter for 110-240VAC inputs
External cigar plug-in charger for 12-32VDC inputs
|Battery life||4 hours +|
|Charge time||Approx 8 hours|
|Battery type||Li-on rechargeable|
|Protection||MIL-STD-810G and IP65 certified|
|Operating temperature||-20°C to +50°C|
|Dimensions||L 410mm x W 290mm x D 130mm|
|Logging unit software|
|Max no tubes/profiles||12 no tubes/66 profiles|
|Display||Waterfall/first arrival/signal energy|
|Analysis||% increase in signal arrival time and % decrease in signal energy against selectable reference zones|
|Referencing||Reference against either top of tubes or absolute level with automatic normalising of profiles|
|Output||Expanded or compressed vertical scale options or export of FAT data to ASCII|
|Tomography||2D and 3D tomography modules included as standard|
|Construction||High grade stainless steel body with aluminium to fit most makes of tripod|
|Warning lights||Over-speed and logging off/on lights to assist operator|
|Remote control||Remote operation of testing controls on logging unit|
|Emitter probe||Piezo ceramic radial emitter type - 50 to 60KHz operation
High pressure Jupiter connector
|Receiver probe||Piezo ceramic tube receiver type
High pressure Jupiter connector
The SCAP3000 comprehensive analysis software enables defects to be fully assessed on site, with up to 12 tubes (66 profiles). Signal threshold levels can be selected both manually and automatically.
The software enables the user to produce complete reports, including a pile data sheet to show tube references, levels, depths tested, plumbed lengths and interpretation. Signal threshold levels can be selected both manually and automatically.
The waterfall plot, signal energy plat and FAT (First Arrival Time) plots can be displayed individually or together, enabling the user to differentiate between features such as tube de-bonding and true concrete defects.
2D and 3D tomography modules provide easy to read visuals and each individual signal is also stored for post analysis if required.
SCXT3000 uses ultra-sonic transducers to measure the transit time of sound in concrete through steel tubes which have been installed in foundations during construction.
As the winch turns, the emitter sends ultra-sonic signals which travel between selected tubes to a receiver and captured as a time / amplitude trace every 1cm of the pile length.
Single traces are combined into one sonic profile or waterfall plot. The operator can choose to display the first arrival time (FAT) and signal energy simultaneously. The first arrival time can be used to determine the ultrasonic pulse velocity if the distance between the tubes is measured.