← 4085-2019-04-08_SR_50_Travel_Time_Board.pdf
Rebuilt HTML — PaddleOCR-VL (Baidu)
Content placed at each item's bbox to mirror the original PDF layout (font sizes are estimated). overlay · view JSON
Page 1
Download HTML
State Road (S.R.) 50 Corridor Planning Study Overview of Intersection Levels of Service (LOS) and Corridor Travel Times
Simulated Travel Time from County Road (C.R.) 561/12th Street to Bloxam Avenue
Time
Eastbound
Westbound
| Existing | Existing Optimized* | 2040 Optimized* | ||||
| Location (From-To) | AM | PM | AM | PM | AM | PM |
|---|---|---|---|---|---|---|
| 12th St Approach | 35.1 | 33.7 | 31.5 | 29.5 | 108 | 40.8 |
| 12th St to 8th St | 49.1 | 42.7 | 49.8 | 44.7 | 53.6 | 54.2 |
| 8th St to 5th St | 40.7 | 37.2 | 40.4 | 37.8 | 40.9 | 37.5 |
| 5st St to East Ave | 56.3 | 48.5 | 48.1 | 47.1 | 61.1 | 52.4 |
| East Ave to Bloxam Ave | 98.9 | 120.7 | 82 | 90.8 | 113.1 | 119.5 |
| Total (Sec) | 280.1 | 282.8 | 251.8 | 249.9 | 376.7 | 304.4 |
| Total (Min) | 4.7 | 4.7 | 4.2 | 4.2 | 6.3 | 5.1 |
| Bloxam Ave Approach | 31.4 | 94.6 | 43.2 | 42.1 | 34.4 | 176.4 |
| Bloxam Ave to East Ave | 80.9 | 104.8 | 60.2 | 85 | 80.6 | 140.7 |
| East Ave to 5th St | 46 | 54.4 | 41.3 | 49.5 | 49.7 | 54.7 |
| 5th St to 8th St | 34.4 | 42.5 | 36.9 | 40.2 | 37 | 39.6 |
| 8th St to 12 Street | 51.2 | 66.2 | 45 | 50.3 | 55.1 | 61.3 |
| Total (Sec) | 243.9 | 362.5 | 226.6 | 267.1 | 256.8 | 472.7 |
| Total (Min) | 4.1 | 6.0 | 3.8 | 4.5 | 4.3 | 7.9 |
Source: Maryland Department of Transportation Policy Manual
*The term "Optimized" refers to traffic signal optimization, which is the process of changing the length of the green light for each traffic movement and the coordination between signalized intersections using a computer software program known as Synchro. Optimizing traffic signal timing reduces both idling and the acceleration of vehicles, leading to less fuel being burned and less carbon dioxide emissions.
AM Peak Period Intersection Levels of Service (LOS)
| Approach Delay (LOS) | |||
| Location | Existing | Existing Optimized | 2040 Optimized |
|---|---|---|---|
| S.R. 50 @ 12th St | 15.6(B) | 20.9(C) | 42(D) |
| S.R. 50 @ 8th St | 8.3(A) | 8.3(A) | 13(B) |
| S.R. 50 @ 5th St | 14.1(B) | 19.7(B) | 25.2(C) |
| S.R. 50 @ East Ave | 21.7(C) | 19(B) | 34.9(C) |
| S.R. 50 @ Bloxam Ave | 67.6(E) | 30.2(C) | 53.5(D) |
PM Peak Period Intersection Levels of Service (LOS)
| Approach Delay (LOS) | |||
| Location | Existing | Existing Optimized | 2040 Optimized |
|---|---|---|---|
| S.R. 50 @ 12th St | 29(C) | 16(B) | 17.8(B) |
| S.R. 50 @ 8th St | 7(A) | 6.7(A) | 9.3(A) |
| S.R. 50 @ 5th St | 15.1(B) | 7.7(A) | 12.1(B) |
| S.R. 50 @ East Ave | 22.8(C) | 23.8(C) | 75.8(E) |
| S.R. 50 @ Bloxam Ave | 151.6(F) | 37.3(D) | 70.3(E) |
Financial Project Identification (FPID) Number: 442924-1