TWO-WAY STOP CONTROL SUMMARY
| Analyst |
RMM |
| Agency/Co. |
CMT |
| Date Performed |
3/2/2016 |
| Analysis Time Period |
PM PEAK |
| Intersection |
SHROYER & CLARANNA |
| Jurisdiction |
|
| Analysis Year |
2015 |
| |
|
|
Project Description SHROYER 4-LANES
|
|
East/West Street: CLARANNA
|
North/South Street: SHROYER
|
|
Intersection Orientation: North-South
|
Study Period (hrs): 0.25
|
Vehicle Volumes and Adjustments
| Movement |
1 |
2 |
3 |
4 |
5 |
6 |
|
L |
T |
R |
L |
T |
R |
| Volume (veh/h) |
14 |
786 |
|
|
819 |
14 |
| Peak-Hour Factor, PHF |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
| Hourly Flow Rate, HFR (veh/h) |
15 |
854 |
0 |
0 |
890 |
15 |
| Percent Heavy Vehicles |
2 |
-- |
-- |
2 |
-- |
-- |
| Median Type |
Undivided |
| RT Channelized |
|
|
0 |
|
|
0 |
| Lanes |
0 |
2 |
0 |
0 |
2 |
0 |
| Configuration |
LT |
T |
|
|
T |
TR |
| Upstream Signal |
|
0 |
|
|
0 |
|
| Movement |
7 |
8 |
9 |
10 |
11 |
12 |
|
L |
T |
R |
L |
T |
R |
| Volume (veh/h) |
11 |
|
21 |
|
|
|
| Peak-Hour Factor, PHF |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
| Hourly Flow Rate, HFR (veh/h) |
11 |
0 |
22 |
0 |
0 |
0 |
| Percent Heavy Vehicles |
2 |
2 |
2 |
2 |
2 |
2 |
| Percent Grade (%) |
|
0 |
|
|
0 |
|
| Flared Approach |
|
N |
|
|
N |
|
| Storage |
|
0 |
|
|
0 |
|
| RT Channelized |
|
|
0 |
|
|
0 |
| Lanes |
0 |
0 |
0 |
0 |
0 |
0 |
| Configuration |
|
LR |
|
|
|
|
Delay, Queue Length, and Level of Service
| Movement |
1 |
4 |
7 |
8 |
9 |
10 |
11 |
12 |
| Lane Configuration |
LT |
|
|
|
|
|
LR |
|
| v (veh/h) |
15 |
|
|
|
|
|
33 |
|
| C (m) (veh/h) |
747 |
|
|
|
|
|
284 |
|
| v/c |
0.02 |
|
|
|
|
|
0.12 |
|
| 95% queue length |
0.06 |
|
|
|
|
|
0.39 |
|
| Control Delay (s/veh) |
9.9 |
|
|
|
|
|
19.3 |
|
| LOS |
A |
|
|
|
|
|
C |
|
| Approach Delay (s/veh) |
-- |
-- |
|
|
|
19.3 |
| Approach LOS |
-- |
-- |
|
|
|
C |