Details:

Creators:
Notbohm, Thomas ; Drakopoulos, Alex ; Dehman, Amjad
Notbohm, Thomas ; Drakopoulos, Alex ; Dehman, Amjad Less -
Corporate Creators:
Wisconsin. Dept. of Transportation ; Marquette University. Dept. of Civil and Environmental Engineering
Wisconsin. Dept. of Transportation ; Marquette University. Dept. of Civil and Environmental Engineering Less -
Subject/TRT Terms:
[+]
Data Collection Freeways Highway Capacity Lane Closure Peak Periods Tapers (Work Zone Traffic Control) Traffic Congestion Traffic Flow Traffic Speed Traffic Volume Work Zones
Resource Type:
Tech Report
Geographical Coverage:
United States
Corporate Publisher:
Smart Work Zone Deployment Initiative
NTL Classification:
NTL-HIGHWAY/ROAD TRANSPORTATION-HIGHWAY/ROAD TRANSPORTATION;NTL-OPERATIONS AND TRAFFIC CONTROLS-Congestion;NTL-OPERATIONS AND TRAFFIC CONTROLS-Traffic Flow;
Abstract:
The focus of this report is a capacity analysis of two long-term urban freeway Work Zones. Work Zone #1

tapered four mainline lanes to two, using two separate tapers; Work Zone #2 tapered two mainline lanes to one.

Work Zone throughput was analyzed throughout the day over multiple days and traffic operations conditions

were analyzed up to a distance of five miles upstream of the Work Zone entrance. Historical data from

pavement-embedded detectors were used to analyze traffic conditions. The database consisted of five-minute

volume, speed and occupancy data collected from 78 detectors for a total of 50 days.

Congestion during each analyzed Work Zone existed for more than fourteen hours each day; Work Zone

impacts adversely affected freeway operations over distances of 3.7 to 4.2 miles. Speed and occupancy

conditions further upstream were, however, not affected, or even improved due to significant trip diversion.

Work Zone capacity was defined based on the maximum traffic flows observed over a one-hour period;

throughput values were also compiled over longer periods of time when traffic was within 90% of the maximum

observed one-hour flows, as well as over the multi-hour mid-day period. The Highway Capacity Manual

freeway capacity definition based on the maximum observed 15-min period was not used, since it would have

no practical application in estimating Work Zone throughput when congested conditions prevail for the majority

of the hours of the day.

Certain noteworthy changes took place for the duration of the analyzed Work Zones: per-lane throughput

dropped; morning peak periods started earlier, evening peak periods ended later and lasted longer; mid-day

volumes dropped accompanied by the highest occupancies of the day. Trip diversion was evident in lower

volumes entering the analyzed freeway corridor, higher volumes using off-ramps and lower volumes using onramps

upstream of the Work Zones. The majority of diverted traffic comprised smaller vehicles (vehicles up to

21 feet in length); combination truck volumes increased and their use of the median lane increased, contrary to

smaller vehicles that shifted toward a heavier use of the shoulder lane.


Format:
PDF
Funding:
8591
Collection(s):
US Transportation Collection
Main Document Checksum:
[+]
urn:sha256:cba91e2eef0036ae96ccbd8e0051909fecdc4ac433b753b5d129f067babbe989
Download URL:
https://rosap.ntl.bts.gov/view/dot/26349/dot_26349_DS1.pdf
File Type:

Supporting Files

• No Additional Files

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