Prioritization analysis for rehabilitation of pavement using analytical hierarchy process (AHD) / (Record no. 545)

MARC details
000 -LEADER
fixed length control field 04021nam a2200265 a 4500
001 - CONTROL NUMBER
control field vtls000046041
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204342.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 100608t2009 my da f m 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0003380(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905131620
Level of effort used to assign nonsubject heading access points irma
Level of effort used to assign subject headings 201107131952
Level of effort used to assign classification VLOAD
-- 201006081211
-- ida
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) TE250 .A85 2009 rs Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Syarifah Nur Atiqah Sayed Ahmad
245 10 - TITLE STATEMENT
Title Prioritization analysis for rehabilitation of pavement using analytical hierarchy process (AHD) /
Statement of responsibility, etc. Syarifah Nur Atiqah Binti Sayed Ahmad
246 3# - VARYING FORM OF TITLE
Title proper/short title Prioritization analysis for rehabilitation of pavement using analytical hierarchy process (AHD)
Medium [electronic resource]
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2009
300 ## - PHYSICAL DESCRIPTION
Extent xiii, 74 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm. +
Accompanying material 1 computer disc
502 ## - DISSERTATION NOTE
Dissertation note Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2009
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 73-74
520 3# - SUMMARY, ETC.
Summary, etc. Pavement defects or deteriorations are defined as any failure that arises from deformation under traffic loadings. It is crucial for the engineers to identify the defects and also the restoration and rehabilitation of pavements. Rehabilitation describes all the methods and techniques used to prolong pavement life by slowing its deterioration. The performance of a pavement is directly tied to the timing, type and quality of the maintenance or rehabilitation it receives. In the past, pavement were maintained, but no managed. The pavement engineer’s experience tended to dictate the selection of maintenance and repair techniques with little regard given to neither life cycle costing nor priority as compare to other requirements in the network. There are three objectives of this paper; to identify the main types of pavement defects that frequently occur, to identify the factors of pavement defects and also to identify the optimum rehabilitation based on their priority level. In achieving these objectives, there were stages of methodologies involves. The data collection had been done through the literature reviews involving the general, primary and secondary sources. Industrial visits also had been done to the state and district PWD, Road Care Sdn Bhd, MTD Infraperdana Bhd in order to distribute the questionnaires and to obtain the supplied data by the authorities through interviews. The gathered data and information then had been analyzed by using the Analytical Hierarchy Process (AHP) application. AHP is a theory of measurement through pairwise comparison. It is a tool in helping the decision making system. The data had been analyzed in terms of the weight of priority ranking by starting with the hierarchy diagram. The results obtained from the implementation of Expert Choice 2000 software. From the results calculate and synthesized, is had been determine that for cracking, the optimum rehabilitation is cracks and joints seal with index 0.602, for surface deformation, it is bituminous surface treatment with index 0.710, for surface defects, applying hot sands with index 0.489 and lastly for potholes, 0.488. From these rehabilitations, the one most optimum that can be determine is bituminous surface treatments with 0.710 as it is the highest values. In the future study, the scope of area should being focused to a larger and broad range of area in order to make it more precise and accurate. The documented findings should be kept in a digital or software-based system as it would become a great benefit for the future use. Furthermore, this study on rehabilitation for pavements should be expanded and more effective tools to determine the defects should be enclose in the future use. Lastly, the Malaysian government need to play an active role in maintaining the pavements in Malaysia either it is in the rural or urban area.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pavements
General subdivision Defects
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pavements
General subdivision Maintenance and repair
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   TE250 .A85 2009 rs Bc. 0000046175 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 4388 | TE250 .A85 2009 rs Bc. 0000046176 04/09/2019 1 04/09/2019 Final Year Report

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