TWO-WAY STOP CONTROL SUMMARY
| General Information |
Site Information |
| Analyst |
RMM |
Intersection |
SHROYER & GREENMOUNT |
| Agency/Co. |
CMT |
Jurisdiction |
|
| Date Performed |
3/2/2016 |
Analysis Year |
2015 |
| Analysis Time Period |
PM PEAK |
|
|
| Project Description SHROYER 4-LANES |
|
| East/West Street: GREENMOUNT |
North/South Street: SHROYER |
| Intersection Orientation: North-South |
Study Period (hrs): 0.25 |
Vehicle Volumes and Adjustments
| Major Street |
Northbound |
Southbound |
| Movement |
1 |
2 |
3 |
4 |
5 |
6 |
|
L |
T |
R |
L |
T |
R |
| Volume (veh/h) |
48 |
567 |
|
|
804 |
15 |
| Peak-Hour Factor, PHF |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
| Hourly Flow Rate, HFR (veh/h) |
52 |
616 |
0 |
0 |
873 |
16 |
| 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 |
|
| Minor Street |
Eastbound |
Westbound |
| Movement |
7 |
8 |
9 |
10 |
11 |
12 |
|
L |
T |
R |
L |
T |
R |
| Volume (veh/h) |
6 |
|
45 |
|
|
|
| Peak-Hour Factor, PHF |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
0.92 |
| Hourly Flow Rate, HFR (veh/h) |
6 |
0 |
48 |
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
| Approach |
Northbound |
Southbound |
Westbound |
Eastbound |
| Movement |
1 |
4 |
7 |
8 |
9 |
10 |
11 |
12 |
| Lane Configuration |
LT |
|
|
|
|
|
LR |
|
| v (veh/h) |
52 |
|
|
|
|
|
54 |
|
| C (m) (veh/h) |
758 |
|
|
|
|
|
449 |
|
| v/c |
0.07 |
|
|
|
|
|
0.12 |
|
| 95% queue length |
0.22 |
|
|
|
|
|
0.41 |
|
| Control Delay (s/veh) |
10.1 |
|
|
|
|
|
14.1 |
|
| LOS |
B |
|
|
|
|
|
B |
|
| Approach Delay (s/veh) |
-- |
-- |
|
|
|
|
14.1 |
|
| Approach LOS |
-- |
-- |
|
|
|
|
B |
|