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1
Using Wireless Data Collection Units as Point Detection Systems
Western States Rural Transportation Technology Implementers
Forum June, 2012
Amirali Saeedi, SeJoon Park, David S. Kim, J. David Porter School of Mechanical, Industrial and Manufacturing Engineering
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2
Acknowledgements
ODOT Research/OTREC
ODOT ITS
Technical Advisory Committee
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3
Outline
Objectives
Approach
Overview of RSSI
Tests and results
Potential applications
Discussion and Q & A
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4
Objectives
Utilize wireless data collection units to accurately identify when equipped vehicles just pass specific points on a road or highway
Original motivation was accurate travel time data collection on signalized arterials utilizing Bluetooth-based data collection units
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5
Antenna Coverage
Example of antenna coverage pattern
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6
Approach
Utilize Received Signal Strength Indicator (RSSI) data
Larger RSSI value Vehicle closer to the DCU
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-40
-30
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0
0
200
400
600
800
1000
1200
10:30:48 10:30:50 10:30:54 10:31:00 10:31:04 10:31:07 10:31:10 10:31:14 10:31:17
RSS
I (d
Bm
)
Dis
tan
ce f
rom
DC
U (
ft)
Time Stamp
RSSI vs. Distance from DCU(Vehicle traveling at 40 MPH)
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7
Overview of RSSI
Received Signal Strength Indicator (RSSI)
Value of the strength of a received radio frequency (RF) signal
Typically measured in units of decibels milliwatts (dBm)
100 milliwatts 20 dBm
1000 milliwatts (1 watt) 30 dBm
Advantages
No additional hardware is needed to collect RSSI information in small wireless devices
Disadvantages
Sensitive to variability in the transmitter, receiver and antenna orientation
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8
Overview of RSSI (cont.)
RSSI
The basic circuit is designed to pick RF signals and generate an output equivalent to the signal strength
The ability of the receiver to pick the weakest of signals is referred to as receiver sensitivity
The higher the receiver sensitivity, the better
There are circuits which measure the signal strength based on the output voltage
If the signal strength is good, the output voltage is higher and the output voltage is poor if the signal strength is low
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9
Overview of RSSI (cont.)
Value of the strength of a received radio frequency (RF) signal A theoretical RSSI can be calculated using known signal propagation
models
Where
n
trdπ
λPP
4)log(10
4log20 dnPLdB
decibels in loss PowerPL
(meters ) receiver and trasmitter between dis tanced
(meters ) s ignal theof Wavelength
exponent loss Path
(Watts ) dtransmitte Power
(Watts ) received Power
dB
λ
n
P
P
t
r
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10
Overview of RSSI (cont.)
RSSI vs. Distance for different values of n
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-130
-110
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-50
-30
-10
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
RSS
I (d
Bm
)
Distance (meters)
RSSI vs. Distance
n=6
n=5
n=4
n=3
n=2
n=1
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11
Testing Conducted With Bluetooth DCUs
Outdoor testing conducted using two known BT devices within a vehicle
Local two-lane rural road in Corvallis – Three speeds tested
Wallace Road (four lanes) in Salem – One speed (45 MPH) tested
Highway 99W in Tigard – DCUs installed at five signalized intersections
Reser stadium parking lot – using two DCUs with overlapping coverage
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12
General Test Setup
d
i
123 vv x
i th detecting position
x Reference position
Detector
d1
d2
d3
B
A
C D
Response: Difference
between actual and
estimated time when
vehicle just crosses A-X
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Camp Adair Road, Corvallis Tests
Antenna Height: 70”
Distance between antenna’s location and the road: 437”
Width of road: 270”
Tested Speeds: 25, 35, and 45 mph
Experiment Design: 30 observations per each travel speed
13
N
DCU
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Camp Adair Road, Corvallis Tests
Test vehicle and DCU setup
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Camp Adair Road, Corvallis Tests
Camp Adair Road
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Camp Adair Road, Corvallis Tests
Results
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0
10
20
30
40
50
60
70
80
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8
Fre
qu
en
cy
Time Difference (Seconds)
Histogram - Time Difference Between Highest RSSI Record and DCU (Camp Adair Road)
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Camp Adair Road, Corvallis Tests
Results
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0
2
4
6
8
10
12
14
-3
-2.75
-2.5
-2.25 -2
-1.75
-1.5
-1.25 -1
-0.75
-0.5
-0.25 0
0.25
0.5
0.75 1
1.25
1.5
1.75 2
2.25
2.5
2.75 3
Fr
eq
ue
nc
y
Seconds
Highest RSSI - Manual Time Stamp (Seconds)
Camp Adair Road 45 mph
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Wallace Road, Salem Tests
Location of test site
18
NDCU1
DCU2
¾ mile
Location of Test Site
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Wallace Road, Salem Tests
Antenna height and DCU setup
19
(a)
(b)
ApproximateInstallation Height for
Reader Unit and Antenna
(c)
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Wallace Road, Salem Tests
Results
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0
2
4
6
8
10
12
14
16
-5 -4 -3
-2.75
-2.5
-2.25 -2
-1.75
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-1.25 -1
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-0.5
-0.25 0
0.25
0.5
0.75 1
1.25
1.5
1.75 2
2.25
2.5
2.75 3
Fr
eq
ue
nc
y
Seconds
Highest RSSI - Manual Time Stamp (Seconds) Wallace Road - 40 Trials
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Highway 99W Tests
Test setup diagram and pictures
21
DCU 12
DCU 13
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Highway 99W Tests
Results
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0
2
4
6
8
10
12
-3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 More
Fre
qu
en
cy
Time Difference (Seconds)
Histogram - Time Difference Between Highest RSSI Record and DCU (Highway 99W - Tigard, OR)
Max = 43 secs.
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23
Highway 99W Tests
Highest RSSI reading – Case 1
DCU
Vehicle with BT
device -stationary
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24
Highway 99W Tests
Highest RSSI reading – Case 2
DCU
Vehicle with BT
device - moving
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25
Highway 99W Tests
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-40
-30
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
RSS
I (d
B)
MAC Address Record
RSSI vs. MAC Address Record
Vehicle Stopped Close to Intersection
Cell 1
Cell 2
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Highway 99W Tests
Results
26
0
2
4
6
8
10
12
14
-3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 More
Fre
qu
en
cy
Time Difference (Seconds)
Histogram - Time Difference Between Highest RSSI Rate of Change Record and DCU (Highway 99W - Tigard, OR)
Max =21 secs
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Reser Stadium Tests 27
Two DCUs One DCU at a “signal”
One DCU 100 feet from the signal
120 vehicle passes 60 West
60 East
In some passes, the vehicle stopped at the “intersection”.
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Reser Stadium Tests
Antenna setup 1
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Reser Stadium Tests
Antenna setup 2
29
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Reser Stadium Tests
Pictures
30
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Reser Stadium Tests
Intersection
31
0
5
10
15
20
25
30
35
-9 -7 -5 -3 -1 0 1 3 More
Fr
eq
ue
nc
y
Time Difference (Seconds)
Histogram - Time Difference Between Highest RSSI and DCU
0
5
10
15
20
25
30
35
-9 -7 -5 -3 -1 0 1 3 More
Fr
eq
ue
nc
y
Time Difference (Seconds)
Histogram - Time Difference Between Highest
RSSI Rate of Change Record and DCU
• Includes stops
and through
passes
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Reser Stadium Tests
Before Intersection
32
0
10
20
30
40
50
-5 -3 -1 0 1 3 5 7 9 More
Fr
eq
ue
nc
y
Time Difference (Seconds)
Histogram - Time Difference Between Highest
RSSI and DCU
0
10
20
30
40
50
-5 -3 -1 0 1 3 5 7 9 More
Fr
eq
ue
nc
y
Time Difference (Seconds)
Histogram - Time Difference Between Highest
RSSI Rate of Change Record and DCU
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33
On-Going Research
Better methods for identifying when the vehicle passes the DCU
Better results have been obtained
Testing the use of two DCUs to more accurately (in distance) identifying when the vehicle passes the DCU
Adjacent
On opposite sides of the road
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34
On-Going Research
Distance Differences (feet) 5280 ft/mile
Vehicle Speed Vehicle Speed Passing the DCU time difference - actual vs. detected (Seconds) Passing the DCU time difference - actual vs. detected (Seconds)
Speed (MPH) Feet Per Second 1 2 3 4 5 6
1 1.47 1.47 2.93 4.40 5.87 7.33 8.80
2 2.93 2.93 5.87 8.80 11.73 14.67 17.60
3 4.40 4.40 8.80 13.20 17.60 22.00 26.40
4 5.87 5.87 11.73 17.60 23.47 29.33 35.20
5 7.33 7.33 14.67 22.00 29.33 36.67 44.00
6 8.80 8.80 17.60 26.40 35.20 44.00 52.80
7 10.27 10.27 20.53 30.80 41.07 51.33 61.60
8 11.73 11.73 23.47 35.20 46.93 58.67 70.40
9 13.20 13.20 26.40 39.60 52.80 66.00 79.20
10 14.67 14.67 29.33 44.00 58.67 73.33 88.00
11 16.13 16.13 32.27 48.40 64.53 80.67 96.80
12 17.60 17.60 35.20 52.80 70.40 88.00 105.60
13 19.07 19.07 38.13 57.20 76.27 95.33 114.40
14 20.53 20.53 41.07 61.60 82.13 102.67 123.20
15 22.00 22.00 44.00 66.00 88.00 110.00 132.00
16 23.47 23.47 46.93 70.40 93.87 117.33 140.80
17 24.93 24.93 49.87 74.80 99.73 124.67 149.60
18 26.40 26.40 52.80 79.20 105.60 132.00 158.40
19 27.87 27.87 55.73 83.60 111.47 139.33 167.20
20 29.33 29.33 58.67 88.00 117.33 146.67 176.00
21 30.80 30.80 61.60 92.40 123.20 154.00 184.80
22 32.27 32.27 64.53 96.80 129.07 161.33 193.60
23 33.73 33.73 67.47 101.20 134.93 168.67 202.40
24 35.20 35.20 70.40 105.60 140.80 176.00 211.20
25 36.67 36.67 73.33 110.00 146.67 183.33 220.00
26 38.13 38.13 76.27 114.40 152.53 190.67 228.80
27 39.60 39.60 79.20 118.80 158.40 198.00 237.60
28 41.07 41.07 82.13 123.20 164.27 205.33 246.40
29 42.53 42.53 85.07 127.60 170.13 212.67 255.20
30 44.00 44.00 88.00 132.00 176.00 220.00 264.00
31 45.47 45.47 90.93 136.40 181.87 227.33 272.80
32 46.93 46.93 93.87 140.80 187.73 234.67 281.60
33 48.40 48.40 96.80 145.20 193.60 242.00 290.40
34 49.87 49.87 99.73 149.60 199.47 249.33 299.20
35 51.33 51.33 102.67 154.00 205.33 256.67 308.00
36 52.80 52.80 105.60 158.40 211.20 264.00 316.80
37 54.27 54.27 108.53 162.80 217.07 271.33 325.60
38 55.73 55.73 111.47 167.20 222.93 278.67 334.40
39 57.20 57.20 114.40 171.60 228.80 286.00 343.20
40 58.67 58.67 117.33 176.00 234.67 293.33 352.00
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35
Applications
Intersection performance data collection
Average control delay
Average total time at intersection
Work zone data collection
Average time in work zone
Acceleration/deceleration data Need to evaluate accuracy obtainable
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36
DISCUSSION &
QUESTIONS