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A study on the traffic management system of Indang town proper, Indang, Cavite / by Albert T. Catangue and Wilbert Jerome R. Kakilala.

By:

Catangue, Albert T [author]

Contributor(s):

Material type: Text

TextLanguage: English Publication details: Indang, Cavite: Cavite State University- Main Campus, 2018.Description: xxxv, 297 pages : 28 cm. illustrations ; Content type:

text

Media type:

unmediated

Carrier type:

volume

Subject(s):

DDC classification:

388.4 C28 2018

Online resources:

Click here to view the abstract and table of contents

Production credits:

College of Engineering and Information Technology (CEIT)

Abstract: CATANGUE, ALBERT T. and KAKILALA, WILBERT JEROME It A Study on Traffic Management System of Indang Town Proper, Indang, Cavite. Undergraduate Thesis. Bachelor of Science in Civil Engineering. College of Engineering and Information Technology. Cavite State University, Indang, Cavite. May 2018. Adviser: Engr. Larry E. Rocela. The study was undertaken at Indang Town Proper in Indang, Cavite from August 2017 to April 2018 to evaluate the existing traffic condition in the municipality along with its causes that leads to congestion and eventually suggest some possible changes that would help minimize or prevent the occurrence of far more congestions. To determine the 50th and 85th percentile speed in certain roads, a Spot Speed Study was conducted and then comparing it to the speed limit indicated in the Municipal Ordinace. To determine the volume of vehicles passing a certain location, traffic volume count or turning movement count was performed within and outside the Poblacion area. Peak hour factors were computed and the peak hour was also determined. Moreover, with the directional distribution of vehicles for each stretch volume-capacity ratio, level of service, service flow rate and flow rate was computed. Service flow rate and flow rate for each road stretch were also computed and then compared it to the degree of congestion the stretch experienced. Flow rate is the prevailing condition while service flow rate is the actual volume the facility can offer. The computation showed that flow rate is larger than service flow rate.

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Holdings ( 1 )
Title notes ( 5 )

Holdings
Item type	Current library	Collection	Call number	Materials specified	URL	Status	Notes	Date due	Barcode
Theses / Manuscripts	Ladislao N. Diwa Memorial Library Theses Section	Non-fiction	388.4 C28 2018 (Browse shelf(Opens below))		Link to resource	Room use only	T-7945		00017860

Thesis (Bachelor of Science in Civil Engineering) Cavite State University.

Includes bibliographical references .

College of Engineering and Information Technology (CEIT)

CATANGUE, ALBERT T. and KAKILALA, WILBERT JEROME It A Study on Traffic Management System of Indang Town Proper, Indang, Cavite. Undergraduate Thesis. Bachelor of Science in Civil Engineering. College of Engineering and Information Technology. Cavite State University, Indang, Cavite. May 2018. Adviser: Engr. Larry E. Rocela.
The study was undertaken at Indang Town Proper in Indang, Cavite from August 2017 to April 2018 to evaluate the existing traffic condition in the municipality along with its causes that leads to congestion and eventually suggest some possible changes that would help minimize or prevent the occurrence of far more congestions. To determine the 50th and 85th percentile speed in certain roads, a Spot Speed Study was conducted and then comparing it to the speed limit indicated in the Municipal Ordinace. To determine the volume of vehicles passing a certain location, traffic volume count or turning movement count was performed within and outside the Poblacion area. Peak hour factors were computed and the peak hour was also determined. Moreover, with the directional distribution of vehicles for each stretch volume-capacity ratio, level of service, service flow rate and flow rate was computed. Service flow rate and flow rate for each road stretch were also computed and then compared it to the degree of congestion the stretch experienced. Flow rate is the prevailing condition while service flow rate is the actual volume the facility can offer. The computation showed that flow rate is larger than service flow rate.

Submitted copy to the University Library. 07/03/2018 T-7945