1360.04(7) Loop Ramp Connections
Loop ramp connections at cloverleaf interchanges are distinguished from other ramp connections by a low-
speed ramp on-connection, followed closely by an off-connection for another low-speed ramp. The loop ramp
connection design is shown in Exhibit 1360-27. The minimum distance between the ramp connections is
dependent on a weaving analysis. When the connections are spaced far enough apart that weaving is not a
consideration, design the on-connection in accordance with Section 1360.04(4) and the off-connection in
accordance with Section 1360.04(5).
1360.04(8) Weaving Sections
Weaving sections may occur within an interchange, between closely spaced interchanges, or on segments of
overlapping routes. Exhibit 1360-14 gives the length of the weaving section for preliminary design. The total
weaving traffic is the sum of the traffic entering from the ramp to the main line and the traffic leaving the main
line to the exit ramp in equivalent passenger cars. For trucks, a passenger car equivalent of two may be
estimated. Use the Highway Capacity Manual for the final design of weaving sections.
Because weaving sections cause considerable turbulence, interchange designs that eliminate weaving or remove
it from the main roadway are desirable. Use C-D roads for weaving between closely spaced ramps when
adjacent to high-speed highways. C-D roads are not needed for weaving on low-speed roads.
Chapter 1360
Interchanges
WSDOT Design Manual M 22-01.20
Page 1360-21
September 2021
Exhibit 1360-14 Length of Weaving Sections
Lane balanced weaving sections
Lane imbalanced weaving sections
1000
2000
3000
4000
5000
6000
1000
3000
2000
T
ot
al
W
ea
vi
ng
V
ol
um
e,
D
H
V
Length of Weaving Section,
L
w
(ft)
Out
of
rea
lm o
f we
avin
g
LO
S
B
LO
S
C
LO
S
D
2 ft
12 ft
Required weaving length (
L
w
)
PC
PT
Edge of through lane
or C-D road
Note:
To determine whether or not lane balance for weaving exists, see Exhibit 1360-9.
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