Double (or dual) left-turn lanes (DLTLs) are a relatively new geometric feature, and the literature on their design parameters is limited. The effectiveness of the DLTL in improving the operation of an intersection depends on several design parameters; among them, the most critical is the length of the DLTL. A procedure for determining the length of the DLTL was developed. First, the procedure surveys how drivers choose a lane of the DLTL in the real world and analyzes the relationship between lane use and the volume of left-turn vehicles. Second, the procedure formulates the probability that all arriving left-turn vehicles during the red phase can enter the left-turn lanes; this means no overflow of left-turn vehicles from the DLTL and no blockage of the entrance of the DLTL by the queue of through vehicles. This probability is presented as a function of the length of the DLTL and the arrival rates of left-turn and through vehicles. The adequate lane length is derived such that the probability of the vehicles entering the DLTL is greater than a threshold value. Third, the adequate length is expressed in number of vehicles; later, this value is converted to the actual distance required on the basis of the vehicle mix and preference between the two lanes. Recommended lengths are presented as a function of left-turn and through volumes for practical application. The proposed approach is unique in that it avoids lane overflow and blockage of lane entrance.
[1]
L King,et al.
THE NEW AASHTO METRIC POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS
,
1995
.
[2]
Partha Chakroborty,et al.
LENGTHS OF LEFT-TURN LANES AT UNSIGNALIZED INTERSECTIONS
,
1995
.
[3]
James L Pline.
Left-turn treatments at intersections
,
1996
.
[4]
P T McCoy,et al.
CAPACITY AND OPERATIONAL EFFECTS OF MIDBLOCK LEFT-TURN LANES
,
1997
.
[5]
Kenneth R. Agent,et al.
WARRANTS FOR LEFT-TURN LANES
,
1983
.
[6]
Randy B Machemehl,et al.
Auxiliary turning lanes at urban intersections
,
1990
.
[7]
H S Levinson,et al.
Access management guidelines for activity centers
,
1992
.
[8]
Daniel B. Fambro,et al.
EFFECTS OF SIGNAL PHASING AND LENGTH OF LEFT-TURN BAY ON CAPACITY
,
1977
.
[9]
Andrew Thomas,et al.
Double Left-Turn Lanes in Medium-Size Cities
,
1999
.