Test ID | Videos of each run corresponding to the test | |
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FT1 | US-441 This is a rural/semi-urban high-speed environment with Low Traffic (Multi-lane), minimal/no signalized intersections or side streets. |
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Video #1 South Bound | Video #2 North Bound |
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FT2 | I-75 This site is an urban high-speed environment (Interstate) with high traffic (multilane). The operation on this site will be nighttime. |
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Video #1 (North Bound) | Video #2 (South Bound) |
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FT3 | SR-222 | |
Video #1 | ||
FT4 | SR-26 The purpose of this test is to find out if it is possible to use ATMA on such a two-way two-lane road. |
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Video #1 | ||
FT5 | SW 2nd Ave This segment was chosen to test the ATMA on various real-world roundabouts. |
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Video #1 | ||
FT6 | NE Waldo Road TC 5 As an alternative to the test conducted on the closed loop this test was implemented on an open road, Waldo Road in Gainesville FL. This test focuses on measuring the time that it takes for ATMA to change its gap with the follower. |
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Video #1 (Run 1) | Video #2 (Run 2) |
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Video #3 (Run 3) | Video #4 (Run 4) |
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TC 18 This test was implemented on an open road, Waldo Road in Gainesville FL. This case wants to check the speed of ATMA in case it needs to reduce the gap after a commanded pause. |
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Video #1 (Run 1) | Video #2 (Run 2) |
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Video #3 (Run 3) | Video #4 (Run 4) |
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TC 20 The purpose of this test was to check if human driver can take-over the ATMA while operating. |
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Video #1 |