Crispa Floro Farm : a case study / by Amelita N. Ravelo and Vivien V. Verano.
Material type: TextLanguage: English Publication details: Indang, Cavite : Don Severino Agricultural College, 1990.Description: 53 pages : illustrations ; 28 cmContent type:- text
- unmediated
- volume
- 338.1068 R19 1990
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 | 338.1068 R19 1990 (Browse shelf(Opens below)) | Link to resource | Room use only | CS-578 | 00003434 |
A case study (BSAB) Don Severino Agricultural College.
Includes bibliographical references.
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 to the University Library April 19, 1990 CS-578