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21st Century Operations Using 21st Century Technologies

DATA-DRIVEN, ACTIVE, AND CONNECTED DRAWBRIDGE AND TRAFFIC NETWORK MANAGEMENT SYSTEM: Advanced Transportation and Congestion Management Technologies Deployment Initiative (ATCMTD) Grant Application Miami-Dade County, Florida - Volume 1 Technical Application

Long Description for Figure 4: Miami-Dade County urban arterial dashboard produced by ITSDCA

Adaptive Signal Control Segment Report

SW 8th Street EW: SW 97 Ave - SW 87 AVe (10/1/2015 - 10/31/2015)

There is an image of two maps. One for 8th Ter. between 7:00 - 9:30 AM - EB: 30 MPH, WB: 22 MPH. The other one is for 8th Ter. between 3:00 - 7:00 PM - EB: 20 MPH, WB: 30 MPH.

Travel Time (Minutes)

AM

EB - 2.5 min.

WB - 3.1 min.

MD

EB - 2.9 min.

WB - 1 min.

PM

EB - 3.3 min.

WB - 1 min.

Average Hourly Volume Count

AM

EB - 1900

WB - 1450

MD

EB - 1750

WB - 1700

PM

EB - 1800

WB - 2300

% of Congestion Time (<20 MPH)

AM

EB - 7 min.

WB - 67 min.

MD

EB - 7 min.

WB - 2 min.

PM

EB - 64 min.

WB - 1 min.

Delay (Minutes)

AM

EB - 1.3

WB - 1.9

MD

EB - 1.7

WB - .9

PM

EB - 2.1

WB - .8

Safety (Incident Frequency)

AM

EB - 1

MD

EB - 3

WB - 2

PM

EB - 3

VHT (Vehicle Hours)

AM

EB - 85

WB - 79

MD

EB - 88

WB - 60

PM

EB - 100

WB - 78

95th Percentile TTI

AM

EB - 4.4

WB - 3.3

MD

EB - 4.2

WB - 2.4

PM

EB - 3.3

WB - 2

80th Percentile TTI

AM

EB - 2.5

WB - 3.3

MD

EB - 2.7

WB - 1.7

PM

EB - 3.3

PM - 1.7

Median TTI

AM

EB - 1.6

WB - 2.9

MD

EB - 2.1

WB - 2.1

PM

EB - 2.8

WB - 1.6

 

 

 

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