BDi VAST350 Asphalt Strain Transducers Installation Guide
- June 12, 2024
- BDi
Table of Contents
TECHNICAL NOTES
Document No: 403070
AST350 & VAST350 –
ASPHALT STRAIN TRANSDUCERS
INSTALLATION
VAST350 Asphalt Strain Transducers
Document Revision History
Rev | Date | Changes |
---|---|---|
A | 11/23/2022 | Initial release document |
No part of this application notes document may be reproduced, by any means,
without the written consent of BDI.
The information contained within this manual is believed to be accurate and
reliable. However, BDI assumes no responsibility for errors, omissions or
misinterpretations. The information herein is subject to change without
notification.
INTRODUCTION
1.1 ABOUT THE AST350/VAST30 STRAIN TRANSDUCERS
Asphalt Strain Transducers (AST350/VAST350) measure axial strain in flexible
pavement under high-frequency (dynamic) conditions. These low-modulus,
ruggedized sensors are built to withstand the high temperature and vibratory
rolled compaction required for asphalt placement.
Utilizing four active elements of a Wheatstone Bridge circuit, this gage is
easily adaptable to most data acquisition systems. These transducers are made
with a high-temperature resistant lead wire attached. Each sensor is
individually calibrated and provided with Quality Control documentation and
calibration plots.
1.2 ABOUT THIS GUIDE
This quick guide document explains the installation of the AST350 & VAST350
strain transducers. The following highlighted message blocks will appear
throughout the manual and contain important information that the user should
be aware of.
STOP: This symbol and corresponding message represents information
regarding the device that if not followed could lead to damaging the device!
Pay close attention to this message.
WARNING: This symbol and corresponding message represents vital
information and is critical for the device operation and/or the operational
settings/configuration.
INFORMATION: This symbol and corresponding message represents general
information and/or tips on successfully operating/configuring the device.
AST350 & VAST350 OVERVIEW
2.1 TECHNICAL SPECIFICATIONS
Table 1: AST350 & VAST350 Specifications
MODEL | AST350-8 | AST350-6 | VAST350 |
---|---|---|---|
GAGE LENGTH (HORIZONTAL) | 8 in (203 mm) | 6 in (152 mm) | N/A |
PLATE SEPARATION (VERTICAL) | N/A | N/A | 1.375-3 in (35-76 mm) |
CIRCUIT | Full Wheatstone bridge with 4 active 350Ω strain gages | ||
EXCITATION VOLTAGE | +1.0 to +5.0 Vdc | ||
OUTPUT | mV level, ratiometric to Excitation Voltage | ||
SENSITIVITY @1,000 µε | ~1.3 mVout/Vexc | ||
POWER RATING
MAX| 300 mW
TYPICAL| 72 mW @ +5.0 Vdc
INTELLIDUCER| 13 mW @ +5.0 Vdc
| | |
STRAIN RANGE| 5,000 µε
CABLE| Custom lead cable length made to order:
IC-02T-125 (24 AWG, 2 pair, drain wire, Teflon insulation, and Jacket)
TEMPERATURE RATING| 50° to +300 °F (-45° to 150 °C) N31
1. Intelliducer connector required with STS Intelliducer data acquisition
nodes.
2. Temperature limit based on instrumentation cable operating temperatures,
call BDI for wide temperature range cable options.
|
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ASPHALT STRAIN TRANSDUCER (AST350) INSTALLATION PROCEDURE
3.1 BEFORE THE ASPHALT PAVING OPERATION
-
Determine the location(s) for the asphalt sensors installation. Record the AST350 serial numbers and the location information of each sensor. BDI’s Quality Control (QC) sheet is available to manually record the location information in the field.
INFORMATION: Be sure to record the serial number and location of each AST350 strain gage. Use BDI’s Quality Control Sheet to manually record the location information in the field. -
For the sensor at the bottom of the asphalt layer, place the gage horizontally on the ground. Trench out wire paths, if needed. Lead wires will be routed from each sensor in a 2-in deep slit trench leading to the shoulder edge.
-
Prepare mastic mix, or primer, consisting of type CSS1 bitumen, or equivalent, and sand. The resulting mixture should be a thick pourable paste, like pancake batter.
-
Pour mastic into a small puddle the size of the gage area. Place the gage into the mastic mix by gently pressing the gage. Anchor the strain gage in full contact with the mix. The gages should be placed so they are flat and do not ‘rock’ once in position. The sensors are to be placed with the leads pointing in the direction of the first roller pass.
-
Read and record the output of each gage using a strain indicator readout unit. BDI’s QC sheet can be used to manually record the gage readings in the field.
INFORMATION: Read and record the output of each gage using a strain indicator readout unit. Use BDI’s Quality Control Sheet to manually record the gage readings in the field. -
Fill wire trenches and near gages with sand for protection. Attempt to keep the sand off the mastic as much as possible.
-
Add a protective layer of mastic over the asphalt strain transducers. Cover the instrumentation cable with sand avoiding the mastic around the gage as much as possible.
3.2 DURING THE ASPHALT PAVING OPERATION
- Immediately prior to the paving train passing over the gage, obtain hot mix from the paver. Remove large aggregate particles by hand, then place approximately 2 in of the mix over and around each gage. Compact this protection layer using a hand tamper. CAUTION: Do not tamp too hard. Too much force or vibration may cause damage to the AST350 transducer.
- Pour the asphalt per usual paving operation. If not using a paving train, use a gas push tamper on the first few layers to ensure a good amount of asphalt cover. Carry out compaction of the first lift of asphalt concrete in the direction of the lead wires extending from the gage. Subsequently, any sensor movement during the first rolling pass results in compression rather than tension in the lead wire. Finish off with a drivable tamper or rolling compactor.
VERTICAL ASPHALT STRAIN TRANSDUCER (VAST350) INSTALLATION PROCEDURE
-
Determine the location(s) for VAST sensor installation. Record the output of each gage using a strain indicator readout unit.
BDI’s QC Sheet can be used to manually record the location information in the field.
INFORMATION: Be sure to record the serial number and location of each VAST350 strain gage. Use BDI’s Quality Control Sheet to manually record the location information in the field. -
Place the gage vertically with the extended spike end installed into the base layer. Trench out wire paths, if needed. Lead wires will be routed from each sensor in a 2-inch deep slit trench leading to the shoulder edge.
-
Start to fill wire trenches with sand for protection. Attempt to the sand keep off asphalt mastic as much as possible.
-
Fill in around the base of the gage with mastic paste to hold the position.
-
Finish filling sand to protect the sensor cable and near gages. Attempt to keep sand off the mastic and gage as much as possible.
-
Remove the top disk from threads and layer asphalt around the gage leaving the top threads exposed. Tamp asphalt with a hand tamper. Caution: Do not compact too hard but just enough to tighten up around the gage.
CAUTION: Do not compact too hard but just enough to tighten up around the gage. Too much force or vibration may cause damage to the VAST350 transducer. -
Prepare mastic mix consisting of type CSS1 bitumen (or equivalent) and sand. Mix until a moldable paste consistency. Apply mastic mixture around the exposed thread to fill in under the top disk. Be careful not to get paste on threads. Note: if you have a nut that fits the thread, you can put the nut on threads while you complete these steps. The nuts on the threads will prevent threads from getting compromised with asphalt mastic. This will help clean them off when the nut is removed.
-
Replace the top disk on gage and ensure mastic is filled in well under the disk.
STOP: After replacing the top disk on gage, be sure to ensure mastic is filled in under the disk. -
Once the disk is back on cover the gage with asphalt and using your hand pat down the asphalt as a tamper.
-
Pour the asphalt per usual or if not using a paving train, then use a gas-powered push tamper on the first few layers.
Continue until there is a good amount of cover. Finish off with a rolling compactor. -
Read and record the output of each gage using a strain indicator readout unit. BDI’s Quality Control sheet can be used to manually record the location information in the field.
INFORMATION: Read and record the output of each gage using a strain indicator readout unit. Use BDI’s Quality Control Sheet to manually record the gage readings in the field.
QUALITY CONTROL SHEET (EXAMPLE)
BDI’s Quality Control Sheet has fields for recording the required information during installation. There is a section to record the sensor location as well as the sensor readings during installation.
Technical Notes Document Number: 403070 | Rev A
THE INFORMATION HEREIN IS SUBJECT TO
CHANGE WITHOUT NOTIFICATION
Copyright © 2022
Bridge Diagnostics, Inc. (dba BDI)
Documents / Resources
| BDi
VAST350 Asphalt Strain
Transducers
[pdf] Installation Guide
AST350, VAST350, VAST350 Asphalt Strain Transducers, Asphalt Strain
Transducers, Strain Transducers, Transducers
---|---
References
Read User Manual Online (PDF format)
Read User Manual Online (PDF format) >>