REMOTE-CONTROLLED TECHNOLOGY ASSESSMENT FOR SAFER CONSTRUCTION

Page 38

imaging has been encouraged by researchers as a good quality control device to measure pavement uniformity [48].

Figure 21: Infrared sensors attached to paver for real-time thermal data acquisition [52,53]

Many Departments of Transportation (DOTs) have used a Paver Mounted Thermal Profiler (PMTP) from MOBA: Mobile Automation, initially developed with the Texas Department of Transportation and Texas Transportation Institute. This company has two systems that provide the full coverage thermal profile: the sensor beam and the Pave IR ScanTM, both shown in Figure 9. The sensor beam consists of 12 infrared sensors connected to a central MOBA OperandTM [26]. A GPS antenna is mounted above the computer to track location. The entire system can be powered by the paver if it is a permitted installation or by generator. The device is designed for easy set up and storage so that it can be moved from one machine to another quickly. The infrared sensors attached to the beam scan the area directly below the device and is compiled by the computer to output a complete thermal profile to the operator or inspector. The second, newer device is the Pave IR ScanTM. This device is attached to a mast along with the GPS and weather station and is connected to an on-board computer [52]. This device is can also be powered by the paver or generator and can easily be moved to another machine. The PMTP scans back and forth across the pavement to collect thermal data where is it

29


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Appendix B: Technology Transfer Workshops

14min
pages 91-100

Appendix A: IRISE survey

1min
pages 89-90

References

13min
pages 82-88

operated cart

1min
pages 80-81

Figure 38: AIPV system layout [97

4min
pages 67-69

accuracy tests: (a) following accuracy, (b)lane changing, (c) roundabout operation, (e) minimum turn radius, (f) U-turn [86

12min
pages 71-79

Figure 35: Impact testing of TMA on a tractor [89

1min
page 64

Figure 37: AIPV system overview [95

1min
page 66

Figure 36: Accident involving IPV of the Virginia DOT [92

1min
page 65

Figure 33: Dielectric Maps from Joint Surveys of I-95 near Pittsfield, Maine [63

0
page 59

Figure 32: Joint survey [63

1min
pages 57-58

Figure 27: A prototype of MnDOT remotely operated rolling asphalt density meter

6min
pages 50-53

Figure 30: Real-time data visualization and comparison with cores [63

1min
page 55

Figure 31: Cherryfield, Maine calibration model [63

1min
page 56

Figure 24: Cleaned temperature profile [52

4min
pages 42-44

Figure 23: Examples of Pave Project ManagerTM detailed reports with temperature profiles and paver speed or time diagram [53

1min
pages 40-41

Figure 25: PDP instrument background principle of operation [73

1min
page 48

Table 3: Specification recommendations for LaDOTD [48

5min
pages 45-47

Figure 22: On-board computer output for real time feedback [53

0
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Figure 19: Temperature segregation identified with thermal imaging [47

0
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Figure 6: Conduit remote inspection using (a) crawler robot (b) UAS [22

1min
page 22

Figure 5: Marker placement with (a) manual method and (b) automated system [19

2min
pages 20-21

Figure 21: Infrared sensors attached to paver for real-time thermal data acquisition [52,53

1min
page 38

Figure 20: Distress due to temperature segregation causing inadequate compaction [50

3min
pages 36-37

Figure 9: Infrared sensors attached to paver for real-time thermal data acquisition [26] and the latest version of IR temperature scanners [27

0
page 25

Figure 18: Autonomous impact protection vehicle [44

2min
pages 33-34

Figure 4: Example of bridge deck demolition using a remote-controlled robot [15

1min
page 19
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