Original source · versioned page text
Appendix G
Department of Main Roads
Road Planning and Design Manual
Turn Volume ‘Qa’ or 'Q,' (Veh/h)
H 2
Chapter 13
Intersections at Grade
80 5
Refer next page for
notes to diagram.
60 5
40 5
CHRI(AUL or CHL)
CHR(S)/
204 AUL(S)
BARIBAL
0 T T T T ; 1
0 200 400 600 800 1000
Major Road Traffic Volume 'Qy' (Veh/h)
1200
Figure 13.22 Warrants for Turn Treatments on Roads with a Design Speed 2100km/h
foe]
oO
J
a
oO
1
NO
oO
1
Turn Volume ‘Q,’ or 'Q,' (Veh/h)
bh
oO
a e]
CHR(S)/
AUL(S)
BAR/BAL
Refer next page for
notes to diagram.
CHRI(AUL or CHL)
0 T T T
0 200 400 600
T T
800 1000
Major Road Traffic Volume 'Qy' (Veh/h)
1200
Figure 13.23 Warrants for Turn Treatments on Roads with a Design Speed < 100km/h
- Right tren - 2022 Bemgm
~ Ridnt turn _ 2022 Oenlen PM Peak
AM Peak
October 2006
13-39
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