PER PERFO FORMA RMANCE CE BAS ASED ED ON PAVE VEMEN MENT T - PowerPoint PPT Presentation

4 th INTE INTERN RNATIO TIONAL L CONF CONFERE ERENC NCE E ON ON REHABIL REHABILIT ITATIO TION N AND AND MAINT MAINTEN ENANC NCE E IN IN CIVIL CIVIL ENGINE ENGINEERIN ERING ASS ASSESSMEN ESSMENT T OF OF MA MAGE GETAN AN REGENCY’S ROAD PER PERFO FORMA RMANCE CE BAS ASED ED ON PAVE VEMEN MENT T AN AND D OFF OFF PAVEMEN VEMENT T CO COMPON MPONENTS ENTS By By : Jok oko T o Tri ri Har Haryanta anta

1. INTRODUCTION

• Roa oad d plays plays a f a fund undamenta amental role in a ole in a nation’s economic and social well - being ing . • A A co common mmon pr prob oblem, h lem, however er, , is th is that t roa oads de ds dete terior riorate te in in qu quality a ality after fter ext xten ende ded d pe period riods of s of use use . • Thu hus, , rou outine tine and and susta sustaina inable r ble roa oad d maint mainten enan ance ce ac activi tivities ties ar are alw e always ays ne need eded ed to to k kee eep p roa oads ds mot motor orable ble and and saf safe f e for or use users. • The he pur purpo pose se of of th this r is rese esear arch h is is to to dete termine mine road pe perf rforma mance sta statu tus s afte after an r anal alysis u ysis using KRMS sing KRMS soft softwar are e an and d also also to to pr prese esent nt nec necessa essary y rec ecomme ommend ndation tions s for or roa oad ha d hand ndli ling ng ba based sed on on r roa oad pe d perf rfor orman mance ce resu esults lts

2. . LITERATURE REVIEW

2.1 2.1 Fu Func nction tional al co cond nditi ition ons of s of r roa oads ds Suw Suwar ardo do and and Sugiha Sugiharto to [1] ar argu gue th that Rou ough ghness ess Ind Index (RI RI) is is one one of of ma many factors with with great influe influence on on comf omfort of of dr driv iver ers when en on on th the roa oad. Ad Addit itiona ionall lly, Suhe Suherma man [2] po posits sits th that roa oad rou oughne ghness dir direc ectl tly affec ects ts div diver er co comf mfor ort. Hen Hence ce the ne th need to to co conduc nduct pe period riodical ical road oad inspe inspect ction ion for or be bette tter roa oad pe perf rfor orman mance ce Assessme Assessment nt of of fun funct ctiona ional l co cond nditi ition ons of s of roa oads ca ds can n be be don done e by ph y physic ysical e l eva valua luation tion th through field field eva valua luation tion an and ob obser serva vation tion. . Resu esults a lts are th e then en doc docume ument nted ed for or visual visual asse assessmen ssment. t.

2.2 2.2 Roa oad pe d perf rfor orman mance ce • Road perf rforma mance is is th the r rela lativ tive fu function tion an and a abil ility ity of roa oad pa d paveme ement nts s to to opt optimall imally y mee meet t tr traf affic fic de deman mands ds wi with thin in a ce a certa tain per in period. T iod. To o de dete termine th mine the sta e state te of of roa oad d co cond nditi ition ons, s, th the Inte e Interna nation tional R al Rou ough ghne ness ss Ind Index x (IRI (IRI), ), th the e Paveme ement nt Con Condition dition Ind Index (PC x (PCI) • Thus, r s, road pe perf rforma mance can be de dete termine mined using sing the the value values of s of IRI, IRI, PCI PCI an and d SDI SDI [6] [6] as as well ell as th as the co e combina mbination tion of of th the th e three ee meth method ods s [7]. [7]. • To o in invest estiga igate te r roa oad pe d perf rfor orman mance ce ba based sed on on the the func function tional al and str structu tural c l condition itions s of roads, the s, the met method use sed by by Bina Bina Mar arga ga an and AAS d AASHT HTO O 19 1993 93 ca can be n be ado adopt pted ed • A A ne new w met metho hod using d using a spec a special ial soft softwar are e - Ka Kabu bupa pate ten Roa oad d Mana Manage gemen ment t System System (KRMS (KRMS)

3. RESEARCH METHOD AND DATA COLLECTION TECHNIQUE

Ma Map p of of rese esear arch h loca location tion

Name Name of of roa oad sec d section tion loca location tion Sub-district Length Type of No. Name of Road Section Traversed (km) pavement Asphalt 1. Takeran-Mardigondo Takeran 5,50 Asphalt 2. Maospati-Karangsono Maospati-Barat 4,50 Asphalt 3. Tebon-Karangmojo Barat-Kartoharjo 3,60 Asphalt 4. Tebon-Batur Barat 4,00 Asphalt 5. Karangsono-Teguhan Barat-Maospati 5,50 Asphalt 6. Purwodadi-Grabahan Barat-Karangrejo 2,30 Asphalt 7. Genengan-Lembeyan Kawedanan-Lembeyan 10,30 8. Tamanarum-Lembeyan Parang-Lembeyan 7,40 Asphalt Asphalt 9. Parang-Turus Parang-Poncol 11,60 Asphalt 10. Ringinagung-Bangsri Ngariboyo 1,10 Asphalt 11. Tulung-Kenongomulya Kawedanan-Takeran 5,50 Asphalt 12. Panekan-Jabung Panekan 4,40 Asphalt 13. Tinap-Jongke Sukomoro-Karas 5,70 Asphalt 14. Takeran-Kenongomulya Takeran 3,40 Asphalt 15. Pupus-Tapen Lembeyan 3,70 Asphalt 16. Pupus-Semen Lembeyan-Takeran 7,10 TOTAL 85,60

Da Data ta on on road and and road oad comp mpone nent dama mages es collec lected ted in in th the sur survey ey wer ere in in a video ideo for orma mat. The he visu visual al asse assessment ssment of of th the video ideo was as afte afterw rwar ards ds do done to to det eter ermine mine th the da dama mages es of of th the roa oad and and its its compleme complementar ntary fac acil ilit ities ies. For or mor more ext xten ensiv sive resu esults lts, sec secon ondary da data ta wer ere obta tained ined fr from the the Office ice of of Pub Public ic Wor orks ks and nd De Develop elopmen ment Plann lanning ing Age Agenc ncy at at Sub Sub-Na Nationa ional Le Level of of Ma Mage geta tan Regenc ency. These hese da data ta inc include luded Ma Mage getan tan Rege gency ad administr ministrativ tive ma map, roa oad se sect ction ion ma map, and and Aver erage ge Dail aily Traf affic fic (ADT (ADT) da data ta. The he full full met metho hodo dolog logy y an and d ste steps emp ps emplo loyed ed in in th this is rese esear arch h ar are sho e shown i wn in n Figu Figure 2. e 2.

In th In this r is rese esear arch, h, KRMS KRMS met metho hod w d was as use used d to to det deter ermine mine • roa oad pe d perf rfor orman mance ce wi with thou out t using using the the IRI IRI value value. Using . Using th this is met metho hod, dama d, damage ge asse assessmen ssment t of of pa paveme ement nt an and r d roa oad d co compo mpone nent nts s was as do done ne wi with th th the e use user-friend friendly y KRMS KRMS so softw ftware whic ich provide vided in in-depth th r resu sults lts on S SLD D Reports ts (Str (Straigh aight t Line Line Di Diagram) am) an and d Ma Map p Rep epor ort Di t Diagram am (Stri (Strip p Ma Map p Dia Diagram). am). Determina Dete mination tion of of weigh eight of t of roa oad co d compo mpone nent nts s li like e its its • physic ysical l and fun function tional l condition itions s was s done using sing a a qu quest estionn ionnair aire e whic hich h was as afte afterw rwar ards ds an anal alysed ysed using using the the Ana Analytica ytical l Hier Hierar archy hy Pr Proc ocess ess (AHP) (AHP) met metho hod. d. Dete Determina mination tion of of pr priority iority sca scale i le in n ha hand ndli ling ng Ma Mage geta tan • distric istrict t road was s su subse sequentl tly y done using sing ANP ANP (Ana (Analysis ysis Net Networ ork k Pr Proc ocess) wi ess) with th th the he e help of lp of Supe Super r Dec Decisi ision on soft softwar are. e. The he da data ta i inp nput ut meth method od an and cr d criteria iteria wer ere e th then en use used to d to i inf nfor orm m key ey pr priorities iorities of of th the r e roa oad. d.

Analysis Regist gistration tion of of Visual isual Visual isual ar area of ea of road oad observa obser vation tion observa obser vation tion of of dam damage ge of of sur surface ace road in oad inventor entory y conditions conditions (For orm m 1) 1) conditions conditions Road oad Per erfor ormance mance Recor ecording ding of of r road oad dama damage in ge inventor entory y perfor perf ormance mance and and appr ppraisal aisal with ith handling handling KRM KRMS S (For orm 2) m 2) recommenda ecommendations tions softwar softw are e

4. THE OUTCOME OF ANALYSIS AND REVIEWS

Figu Figure 3 e 3. . Tak aker eran an-Mar ardigo digond ndo Roa oad d Section Section Doc Docume ument ntation tion

4 . 1 E VA L U AT I O N O F T H E P H YS I C A L S TAT E O F T H E R O A D