Speed reduction : (Record no. 650)

MARC details
000 -LEADER
fixed length control field 02426nam a2200265 a 4500
001 - CONTROL NUMBER
control field vtls000029549
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204346.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 080616t2007 my a f m 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0003373(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905131601
Level of effort used to assign nonsubject heading access points irma
Level of effort used to assign subject headings 201211011524
Level of effort used to assign classification Fida
Level of effort used to assign subject headings 201107132025
Level of effort used to assign classification VLOAD
Level of effort used to assign subject headings 200908141451
Level of effort used to assign classification VLOAD
-- 200806161522
-- fara
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) TE228 .N87 2007 rs Thesis
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Nur Hidayah Mustafa
245 10 - TITLE STATEMENT
Title Speed reduction :
Remainder of title speed humps /
Statement of responsibility, etc. Nur Hidayah binti Mustafa
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2007
300 ## - PHYSICAL DESCRIPTION
Extent xiii, 78 p. :
Other physical details col. ill. ;
Dimensions 30 cm.
502 ## - DISSERTATION NOTE
Dissertation note Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520 3# - SUMMARY, ETC.
Summary, etc. Speed humps are used to control vehicle speeds or reduce the volume of traffic in 20 km/hr or 30km/hr zones, in some cases. Vehicle accidents present as a very serious threat to human lives, therefore, the need for a closer look at the ways of controlling pedestrian injury and fatalities due to vehicle accidents on roads. One way of ensuring that desire speed limits are not exceeded is the used of speed humps. The main objectives for this study are to defme the effective design for different speed limits and traffic flow, and to obtain the most suitable place for traffic calming. The method approach in this study is by doing a site investigation to survey the existing speed humps installed and pedestrian's used the road. Second, conducted a traffic survey (traffic counting) to fmd out the volume for each peak hours that users used the road along the study site area, where from the data the best speed humps design can be recommended for the road. For the last is to work on spot speed determination to find out whether the existing speed humps design is apposite with the speed limit at the study site area. For this study, results shows that the volume from traffic survey was in range of 1,000 - 5,000 vehicles per day, and the spot speed determination data show the mean in range 36.5 - 38.8 km/hr. The recommendation for the best speed humps for this study site area is a sinusoidal speed hump, with 4.0 m in length and 100 mm height (25 km/hr crossing speeds).-Author
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Speed bumps
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Speed humps
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Speed limits
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Speed reducers
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   TE228 .N87 2007 rs Thesis 0000030401 04/09/2019 1 04/09/2019 Final Year Report

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