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2026 Intercollegiate Singles Championship - Men

Collegiate
DISTANCE: 55'
RATIO: 1.46:1
VOLUME: 30.65
FORWARD: 14.8
REVERSE: 15.85
PUMP: 50µL
DROP BRUSH: 40'
TANKS: CURVE & GLIDE
THIS PATTERN IS DESIGNED WITH:
•  VARIABLE BUFFER SPEEDS  •  DUAL CONDITIONING TANKS  •  REVERSE DROP BRUSH 
This pattern may require adjustments if using a lane machine that does not have these features
FORWARD LOADS DATA
#
START
STOP
LOAD
MICS
SPEED
BUF
TANK
DISTANCE
T.OIL
1
2L
2R
4
50
14
500
A - CURVE
0.00 → 5.88
7,400
2
2L
2R
4
50
18
500
A - CURVE
5.88 → 15.96
7,400
3
2L
2R
0
50
18
500
A - CURVE
15.96 → 26.00
0
4
2L
2R
0
50
22
500
A - CURVE
26.00 → 32.00
0
5
2L
2R
0
50
22
300
A - CURVE
32.00 → 38.00
0
6
2L
2R
0
50
22
150
A - CURVE
38.00 → 45.00
0
7
2L
2R
0
50
26
50
A - CURVE
45.00 → 55.00
0
REVERSE LOADS DATA
#
START
STOP
LOAD
MICS
SPEED
BUF
TANK
DISTANCE
T.OIL
1
2L
2R
0
50
30
500
B - GLIDE
40.00 → 28.00
0
2
11L
11R
1
50
18
500
B - GLIDE
28.00 → 25.48
950
3
10L
10R
1
50
18
500
B - GLIDE
25.48 → 22.96
1,050
4
9L
9R
1
50
18
500
B - GLIDE
22.96 → 20.44
1,150
5
8L
8R
1
50
18
500
B - GLIDE
20.44 → 17.92
1,250
6
7L
7R
1
50
14
500
B - GLIDE
17.92 → 15.96
1,350
7
6L
6R
1
50
14
500
B - GLIDE
15.96 → 14.00
1,450
8
5L
5R
1
50
14
500
B - GLIDE
14.00 → 12.04
1,550
9
4L
4R
1
50
14
500
B - GLIDE
12.04 → 10.08
1,650
10
3L
3R
1
50
14
500
B - GLIDE
10.08 → 8.12
1,750
11
2L
2R
2
50
10
500
B - GLIDE
8.12 → 5.32
3,700
12
2L
2R
0
50
10
500
B - GLIDE
5.32 → 0.00
0

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