REMOTE-CONTROLLED TECHNOLOGY ASSESSMENT FOR SAFER CONSTRUCTION

Page 48

reflection amplitudes and two-way travel time of the received EM waves are used to calculate and analyze dielectric constants that can be correlated with percent air voids [63, 71]. GPR technology comes in two main forms: ground-coupled and air-coupled. Air-coupled systems holds the antennas certain height off the ground instead of in direct contact making it the more commonly used method for calculating compaction of HMA [71, 73]. Figure 25 presents a diagram of a Pavement Density Profiler (PDP) process which uses an air coupled GPR system but a differing data processing method.

Figure 25: PDP instrument background principle of operation [73]. A Density Profiling System (DPS) is a recent GPR technology used for determining asphalt compaction in the field. A DPS is a non-contact, air-coupled GPR that has shown promise to supplement, and possibly eventually replace, most field coring activities [74]. DPS method is also beneficial for longitudinal joint density evaluation because it allows for continuous, real-time measurements. DPS operators have also suggested potential for this application to thicker layers [75]. The device is equipped with antennas that are suspended a short distance above the pavement. This device has been used attached to a human operated vehicle (Figure 26) or behind trucks and rollers. The continued innovations of this technology will be explored in this report as DPSs become remote controlled devices.

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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
page 35

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
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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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