REMOTE-CONTROLLED TECHNOLOGY ASSESSMENT FOR SAFER CONSTRUCTION

Page 64

concern about the IPV weight resulted in a project by the Texas DOT on trailer-mounted attenuators since the trailers and tractors are lighter than regular IPV. The research concluded that heavier vehicles are still preferential for this type of operation and that the Texas DOT should maintain the current 20,000 lbs requirement [88]. While using IPV provides a great safety benefit for workers, the IPV driver remains in harm’s way. Swedish researchers conducted impact tests on three different attenuator-IPV combinations including a TMA on a tractor (Figure 35), a TMA on an articulated front-end loader, and a TMA on a trailer demonstrating the dangers of an impact to the driver [89]. Using a lighter IPV like a tractor can cause severe neck injuries to the driver.

Figure 35: Impact testing of TMA on a tractor [89] Usually, errant vehicle impacts are head-on and cause the IPV to accelerate forward [88]. Initially, the support of the seat and headrest will restrain the driver from flailing rearward which is a generally less dangerous movement than forward movement. When assenting the risk of injury for the IPV driver, ridedown acceleration of the support vehicle is the recommended criteria [90]. It is known that the weight difference between the IPV and the errant vehicles is a key factor in the IPV accelerations [91]. The use of a heavier IPV is indicated to reduce the risk and gravity of injuries for the IPV driver [88]. Nevertheless, even when using attenuators attached to extra-heavy vehicles, serious damages can occur as seen in Figure 36 especially considering that the errant vehicle can be an 80,000 lb tractor-trailer traveling at 65 mph. In addition, there are concerns with the psychological harm that the IPV driver may suffer daily. 55


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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
page 39

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
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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