Seongkyu un Cho and Gle enn Ballard (2 2011) Last Planner and Integgrated Projectt Delivery Lean Constructio on Journal 2 2011 pp 67-78 - Lean and In ntegrated Projject Delivery SSpecial issue www.leancon w structionjourn nal.org Last Planner and In ntegrate ed Project De elivery y Se eongkyun C Cho1 and Glenn Ballarrd2 Abstrract Researc ch Question ns: 1) Doess the use of Last Planner (LP) imp prove projec ct performa ance? 2) D Does Integrated Projecct Delivery (IPD) show different project p perfformance? 3) 3 Do IPD D projects use LP? Purpose e: The firstt objective iis to figure out the rellationship between b IPD D, LP, and project p perrformance. Researc ch Method:: survey of ‘Lean’ projects known n to adopt LP, L includin ng IPD proje ects, to dettermine the e correlation between LP impleme entation an nd Project performanc p e (cost red duction + tim me reductio on); and a T test betw ween IPD and non-IPD projects. p Findinggs: 1) There e is significa ant correlattion betwee en the degrree of imple ementation of LP and d project pe erformance e; 2) IPD pro ojects do no ot show sign nificantly different d perrformance from f that of others not adopting IPD; and 3) IPD projec cts do not sh how sign nificantly different implementation of LP fro om that of others but their imp plementatio on is near to o significan nce Limitations: Limitations in sa ample size and a data qu uality reducce the crediibility of neralization ns. gen Implica ations: This exploratoryy research revealed in nteresting and a importa ant relationships bettween proje ect structurres and pracctices on th he one hand d and proje ect performance on the e other. Value fo or practitio oners: The findings fro om this pap per can be used u by industry practitioners to d design proje ect deliveryy systems fo or better performance e. Keyworrds: Integra ated Projecct Delivery, Last Plann ner, Lean Co onstruction, survey. Paper type: t Full paper. p Litera ature Review R According to the American A Insstitute of Architects A (A AIA), the In ntegrated Prroject Delivvery (IPD) co ontract form m includes: 1 2 Early involvement of Key particiipants; Shared risk and rewa ard; PhD C Candidate, Civvil and Env. En ngineering. De epartment, 40 07-A McLaughllin Hall, Univ. of California, Berke eley, CA 94720 0-1712, USA, Phone P +1 510/ /725-7929, seo ongKyuncho@ @berKeley.edu u Directtor, Project Production System Laborato ory, http://p2sl.berKeley.edu, and Adjun nct Associate Professsor, Civil and d Env. Enginee ering. Departm ment, 215-A McLaughlin M Ha all, Univ. of Ca alifornia, Berk keley, CA 94720 0-1712, USA, Phone P +1 415/ /710-5531, [email protected] keley.edu Lean Co onstruction Journal 2011 http://c creativecommons..org/licenses/by-nc-nd/3.0/ p page 67 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry Multi partyy contract; Collaborattive decisio on making and a control;; Liability waivers w amo ong key participants; and a Jointly developed and validated d project go oals (Cohen et al., 2010). Similarlly, the Natio onal Association of Sta ate Facility Association n (NASFA), Constructio on Owners Association n of Americca, Associattion of High her Educatio on Facilitiess Officers, Associatted Genera al Contracto ors in Ameriica, and Am merican Insttitute of Arcchitects defined IPD as a project de elivery syste em using a multi partyy contract that t has mo ore than two o parties selected byy qualification based procuremen p nt, managed d/shared risk, compen nsation based o on team perrformance without w GM MP, and open book acco ounting (NA ASFA et al 2010). 2 According to CMAA A, the purpo ose of IPD iss to solve currently c accknowledged problemss in the construction industry such as low rates of o productivvity, high ra ates of ineffficiency an nd rework,, frequent disputes, d exxcessive cosst, and exce essive dura ation--all ca aused by organiza ational, com mmercial, and a operatiional proble ems in curre ent projectt delivery syystems (Thomse en et al., 2009) 2 The Last Planner (LP) is a production n planning and a control system imp plemented on construction proje ects to imprrove plannin ng and prod duction perfformance. It has four main processes: hedule; Master sch Phase sche edule; Look ahea ad Plan; and d Weekly Pla an (Hamzeh h, 2009). Many re esearchers have h proved d reducing plan variab bility helps increase i prroductivity, such as Liu et a al (2008) sug ggesting a regression r line l 3 between plan reliiability and d productivity, and Alarcon et al (1997 7) showing difference d i ing LP. in productivity before and after implementi Again, tthe LP has been b create ed to maxim mize reliabiility of the work/mate erial/inform mation flow to minimize waste w in tim me/money in project p processes an nd to maxim mize custom mer value (B Ballard, 200 00) While IPD has tried t to inte egrate project particip pants’ roless and relatio ons contracctually in orderr to improve e project o outcomes, LP L has enforrced system matic production contrrol reducing plan varia ability for the t same pu urpose. Ourr question iss if having project organiza ation integrrated by ussing contrac ctual alignm ment, such as a IPD, is en nough to maximize desired outcomes, such as cost/time red duction. If it i is not eno ough, our next concern n is whether the imple ementation of LP can achieve a those outcome es. To find out o the ansswers to those questions, we w did some e hypothesiss testing in this researrch. Hypothesis testting regardiing project performance based on a large nu umber of prrojects is a welll establishe ed methodo ology. For example, e Ch hoi (2008) used u one wa ay ANOVA (A Analysis of Varia ance) to invvestigate if there is sig gnificant diffference in schedule performance p e among three diifferent con ntract types, selected from a govvernment da atabase of more than 1,700 projectss. More sim milar to our research de esign, Sanvido et al (1998) made a survey questionnaire, sent it to 7600 0 projects, and a got 378 8 responsess on which they t did multivariate t-testt, chi square e test, ANO OVA, and regression to identify pe erformance differen nces among g three project deliverry systems. 3 Labou ur Productivityy = 0.530 + 1.0 095*Weekly Plan Percent Completion C Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 68 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry Resea arch De esign Resea arch Hypo othesis Our rese earch assum mption: pro oject perforrmance variies with Lasst Planner (LP) ( implementation. Based B on thiis assumptio on, we diag gnosed the degree of LP L impleme ented in mine the co orrelation between b LP Integratted Projectt Delivery (IPD) projectts to determ implementation an nd IPD proje ects’ perforrmance. Th his assumptiion must be e supported d by hus, our first research hypothesiss is: general hypothesiss testing. Th If a pro oject imple ements Lastt Planner (LLP) more, itt achieves better b pro oject perfo ormance better than th hose emplo oying LP lesss. If the first hypothe esis had nott been supp ported, it would w be me eaningless to t go furthe er comparring IPD projjects with others o in te erms of LP and a our rese earch would have been redirectted to a qua alitative ex xploration seeking s wha at caused LP P to fail. Ho owever, the e first hypothe esis was sup pported, ma aking it meaningful to test the se econd and third t hypoth hesis. The seccond hypoth hesis is: If a proje ect adopts Integrated Project P Delivery (IPD),, its perform mance is diffferent from m those of other projeccts. A And the thirrd hypothessis is: If a proje ect adopts IPD, I its deg gree of impllementation n of Last Pllanner is diffferent from m those of other projeccts. This pap per is devotted to the interpretati i ion of the results r from m the first, the t second and the third hyypothesis te esting. Resea arch Meassuremen nt The firsst thing thatt we have to t do after forming hypotheses is to specify the measurrement of varia ables. We co onceptualizzed our variiables as sh hown in Figu ure 1, follow wing Adcocck et al (2001). Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 69 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry Figure e 1: Concep ptualizatio on and measurement: Levels and d task (Adcock et al., 2001) We stru uctured the variables in the hypottheses so th hey could be measured d in the folllowing parts. The independe ent variable e of the firstt hypothesis is the deg gree of implementation of Last Pla anner (LP). To measure e this abstrract concept, we developed indicators to be scored based o on the follow wing five ellements: 1 Pullin ng productiion: each worker w invesstigates the e readinesss of the next workers w (im mmediate cu ustomers) before b execcution of ta asks (Tomm melein, 199 98) 2 Looka ahead proccess: each front f line supervisor removes r con nstraints (prere equisite wo ork, contracctual appro ovals, seque ential inapp propriatenesss, insufficient resourrce as well as a labour & equip pment, inad dequate durration, fund ding proble em, problem ms found in firsst run studyy, etc) befo ore executio on of its ta asks. Constrrained tasks are not elig gible for in nclusion on daily or we eekly work plans p (Balla ard, 2000) 3 Learn ning from breakdowns b s: failures to complette planned tasks t are analyz yzed to roott causes and d actions arre taken to prevent reoccurrence (Ba allard, 2000 0) Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 70 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry 4 Phase e schedulin ng: every ha andoff in a phase shou uld be defin ned by collab boration of all relevan nt specialistts in the ph hase before e the hando off is produ uced (Ballarrd et al., 20 003) 5 Distriibuted control: Work is planned in greater detail as yo ou get closerr to execution, and pla anning is do one collabo oratively byy those who are a to do th he work. (Ba allard et all., 2003) Th he indicators in the bo ox above are transform med into surrvey questio ons: Table 2: Survey que estions mea asuring Lasst Planner # 1 Que estions Wha at percentag ge of specialtty contractors participatted in sche eduling the project p phase(s) in which h they were to do their work? 2 To w what extent was w the prin nciple followed that onlyy work that was ready to be e performed could be pla aced on a we eekly work plan n? Bear in miind that work is ready to o be performed when all consstraints are removed. r 3 To w what extentt was the principle p folllowed that work shou uld be done e in responsse to a requ uest from an imm mediate cusstomer, such h as the nex xt trade? 4 Did the project measure the e extent to which w you ‘did what you said d you were go oing to do?’ (The measurre is the perccentage of wee ekly work pla an tasks com mpleted as planned. If the ere were 100 tasks on weekly work pllans and 70 were w comple eted as plan nned (no parrtial credit), the percenttage would be b 70%) How w often were e reasons for not completting planned d tasks (on wee ekly work pla an) analyzed to root causses and actio on taken to prevvent reoccurrrence? 5 Answer tyype & Scoring Rule Percentag ge ⇒ None: 1/6 6; 0-25%:2/6 6; 25-50%:3/ /6; 50-75%:4 4/6; 75-100%:5 5/6; and All: 1 Frequencyy ⇒ Never: 1/ /5; Rarely: 2/5; Sometime es: 3/5; Ofte en: 4/5; And Alwayys: 1 Frequencyy ⇒ Never: 1/ /5; Rarely: 2/5; Sometime es: 3/5; Ofte en: 4/5; And Alwayys: 1 Yes/No ⇒ Yes: 1; an nd No: 1/6 Frequencyy ⇒ Never: 1/ /5; Rarely: 2/5; Sometime es: 3/5; Ofte en: 4/5; And Alwayys: 1 So far, we w have specified the measurement of the independen i nt variable in the first hypothe esis. Next, we w address the depend dent variab ble of the sa ame hypoth hesis, proje ect perform mance. We decided d to use the sum m of cost re eduction rattio (%) (actual cost under final ap pproved bud dget) + dura ation reduction ratio (%) (actual duration d relative to fin nal approve ed schedule e) as a meassure of projject perform mance beca ause of the low probab bility of getting good data on other pe erformance e dimensions. Th he depende ent variable e of the second hypoth hesis is the same as the e dependen nt variable e of the firsst hypothesis. The dep pendent varriable of the e third hypo othesis is sa ame as the inde ependent variable of the t first hyp pothesis. An nd the inde ependent va ariable of th he second hypothesis is the same e as the ind dependent variable v of the third hypothesis. Thus, T the lastt concept th hat we define is the in ndependent variable off the second and the third t hypothe esis; i.e., to o what exte ent a projecct adopts In ntegrated Project P Delivvery (IPD), or whether a project adopts IPD D. We decide ed to take the binary variable, whether w a prroject adopts IPD, as the type of this variable because b we e could not get enough h IPD projeccts to measure e the exten nt of implem mentation. In addition n, it would be difficultt for respon ndents to score e the degree of adopting IPD structures if we e had used continuouss variables. Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 71 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry Hypotthesis tessting methodolog gy The hyp pothesis tessting was pe erformed diifferently a according to o the type of o variable. The indepen ndent variab ble (degree e of Last Pla anner imple ementation) of the firsst hypothessis is a quantita atively conttinuous ord dinal variable because the sum off scores of the t five que estions in Table e 2 is the to otal degree of Last Pla anner imple ementation of a projecct, represen nted as a real n number. The e dependen nt variable (cost reducction + time e reduction)) of the sam me hypothe esis is a ratiio variable represente ed as a real number. Th hus, regression betwee en the two varriables is ap ppropriate for f testing the t hypothe esis. Howevver, the ind dependent variable v of the second s and the third hypothesis iss a binary categorical c variable, ‘w whether or not a project adopts IPD D’, for which h regression n analysis iss not appro opriate. In this t case, we w used a T-testt, to determ mine whether the cate egorization (IPD or othe erwise) hass a significa antly differen nt influence e on depend dent variables: projectt performan nce in the second s hypo othesis, and the e degree of implementtation of Last Planner in i the third d hypothesiss. Samplling Strattegy In comm mon sense, the most appropriate form of sam mpling to su upport a hyypothesis is randomized sampliing. Howevver, Last Pla anner (LP) is i a very spe ecific tool for f producttion control so that we need the very v specific c respondents who can n determine e the degre ee of LP implementation in their proje ects. Thus, we decided d to use a purposive p sa ampling tak king age of e-ma ail lists in re elevant groups such ass general IG GLC group in n Yahoo4, or advanta particip pants in worrkshops succh as those sponsored by b the Project Producttion System m 5 Laborattory . The same applie es to selectiion of IPD p projects. If we were to o select pro ojects randomly from anyywhere in the world, very v few, if any, IPD projects wou uld be inclu uded. Purposivve sampling g is widely used in stud dying unusu ual critical cases. For example, e itt can be used efffectively in n identifying g communitties across the t United States thatt have voted d for the winner in the past, p or it is used in se electing keyy informantts for ethno ographic stu udies such as one describ bing gangstter’s lives (B Bernard, 20 000) Results Regre ession mo odel from m testing g the firstt hypothesis There iss a significa ant correlattion betwee en the implementation n of Last Pla anner (LP) and a project performance—the sum m of cost an nd schedule e reduction percentage es. That me eans we have successfully supported s t first hyp the pothesis. Th his is repressented as a regression model in Table e 3 in the Appendix. A Figu ure 2 is a grraphical rep presentation n including scatter plo otting and a linear regrression line. Evven though we w used a straight s line e, the scattter plot see ems to show w a curve is more approprriate in describing beh haviour of variables. Th hus, we trie ed several linear l regre essions, whose independen nt variables are ‘square e of indepe endent varia able (X) in Figure F 2’ orr X2 and ‘cube of X’ or X3 The result is en ncouraging.. The regresssion model with ‘squa are of X’ orr X2 is ‘Y(Sum m of cost red duction and d time reducction) = 0.7 7371101×X2-3.89088’ with w its P<| |t(2.98)| is 0.005, 4 5 http:/ //finance.dir..groups.yahoo o.com/group/iiglc/message/ /677 http:/ //p2sl.berkele ey.edu/ Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 72 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry -20 -10 0 10 20 30 40 which iss less than 0.009, 0 the P<|t(2.71)| in Table 3 with mere e X. The lesss p value off t (P<|t|) means there is greate er significan nce in the coefficient c of o the regre ession line. 3 3 Furtherrmore, the regression r m model with X is ‘Y = 0.1484254× 0 ×X -1.617307’ with its p value of t is 0 0.004, which h is less tha an 0.005 in the regresssion model with X2. Bu ut, X to the fourth does no ot show morre significan nce than X3. .5 1 1.5 5 2 2.5 3 3.5 Implem mentation of Las st Planner (X) Sum m of cost reducttion and schedu ule reduction(Y) 4 4.5 5 Y=4.141356**X-9.003641 Figu ure 2: Regre ession of Last L Planner on Projec ct Performa ance The fina al regressio on line with X cubed, saying that the t projectt performan nce is proporttionate to th he degree of o Last Plan nner’s imple ementation n cubed, is visually v represe ented as blu ue diamond type plots in Figure 3. We decide ed to call itt ‘Cho-Balla ard curve’, which show ws that Projject Perform mance (sum m of cost re eduction and d schedule 3 reductio on) = 0.1484254 ×(Imp plementatio on of Last Planner) P -1..617307. Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 73 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry Cho-Ballard Curve C "more reduction of cost and schedule" Bottom to Top Sum of Cost reduction and Schedule reduction: Y (%), 5 50 4 40 3 30 2 20 1 10 0 0 1 2 3 4 -1 10 -2 20 5 6 Y=0.14 484254*X^3-1.6 617307 X: Score S of Last Planner Impllementation (LPI), "more regorous LPII" L->R Figure 3: Cho-Ballard C d Curve b/w w (Last Plan nner)3 and Project pe erformance e Summ mary of Hypothesi H is testing g6 The folllowing box summarizes the resultts of hypoth hesis testing g so far. Hy ypothesis 1 If a pro oject implem ments Last Planner (LP) more, itt achieves project p performa ance betterr than those e employing g LP less => Stron ngly supporrted by the regression model: Pro oject Perforrmance (sum m of cost red duction and d schedule reduction) = 0.148425 54 × 3 (Imple ementation of Last Pla anner) -1.61 17307 Hy ypothesis 2 If a proje ect adopts Integrated Project P Delivery (IPD),, its perform mance is diffferent from m those of other projeccts. => Failed F to be supported d definitive ely Hy ypothesis 3 If a proje ect adopts IIPD, its deg gree of impllementation of LP is different d from thosse of other projects. => Fa ailed to be supported. s However, IPD I projectts in our sam mple implemented LP to a certaiin degree evven though h the level is i not significcant statistically. 6 For de etail of hypothesis testing, please see Ap ppendix Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 74 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry Conclusion We foun nd in this re esearch tha at project performance p e improves with the im mplementattion of Last Pla anner. Howe ever, we diid not find a strong rellationship among a Last Planner, Prroject Perform mance, and Integrated Project De elivery (IPD)). Thiss research does d not pre event us fro om believin ng that if IPD, aligning goals of particip pants, and LP, L reducingg project va ariability, a are combine ed, any pro oject can acchieve better p performanc ce. Indeed, this is the claim c put fo orward by Lean L Constrruction adh herents, criticizing forms off IPD that rely only on alignment of commerrcial interessts and organiza ational inte egration, wh hile neglectting the lea an ‘operatin ng system’, which addresses how the e work is ac ctually done e. Future re esearch is needed n to validate v thiss claim. Appe endix Detaill of the first f hypo othesis te esting Table 3 is the resu ult produced d by STATA v.10, a sta atistics pack kage, using data from the 49 projectss. Simply, we w need to see the ‘co oefficient’, written on n the right side s of ‘Y in n Figure 2’ in Ta able 3. This is the grad dient of the regression line. Y is ‘ssum of costt reduction and duration n reduction n’ and X is ‘the degree e of implementation off Last Plann ner’. The significa ance of thiss coefficien nt is determ mined by P > |t|, 0.009 9 (red-unde erlined number in Table 3). Usually, if P>|t| is less l than 0..05, we can n say this co oefficient (tthe regression nt. In our case, the regression mo odel is Y=4..141356×X--9.003641 model) is significan Table 3: Re esult of Re egression fo or the first hypothesiss Sourc ce SS D DF M MS Number N of object o = 49 Mode el 543.294059 1 543.294059 F(1, 47) = 7.36 Residu ual 3467 7.23372 47 73.7709302 P Probability > F = 0.0093 Tota al 4010 0.52778 48 83.552662 R-squared = 0.1355 Adjjusted R-squ uared = 0.117 71 Root Mean Squarre Error = 8.859 S Errors Std T P>|t| X in Figu ure2 Coefficient 4.1 141356 1 1.526046 2.71 0.009 1.071347 7.211366 Consta ant -9.0 003641 5 5.279548 -1.77 0.095 -19.62 2472 1..61744 Y in Figu ure2 95% confidence c In nterval Detaill of the second s hy ypothesiis testing g The seccond hypoth hesis is < If a project adopts a Integ grated Proje ect Deliveryy (IPD), its perform mance is diffferent from m those of other o projeccts>. Before e T test, we e needed to o see if the two o groups (IPD and Non IPD) have significantlyy different variance v in project perform mance becau use generall T test is performed p b based on eq qual varianc ce. If not, T test should be b performed under th he unequal variance co ondition. Ta able 4 is the variance ratio test, na amed as “sd dtest” in ST TATA v.10. The T f value stands for the ratio between b the e variance e of IPD and d that of No on IPD, whiich is expre essed as ‘Ra atio’ in Tablle 4. When the probabiility, expresssed as p (F F<f), p (|F|>|f|), and p (F>f) in Table T 4, is less than 0.0 05, the alternattive hypoth hesis, locate ed right abo ove the pro obability, is chosen. In this test, the t Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 75 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry target a alternative hypothesis is Ha: ratio o!=1. The probability right r under the alterna ative hypothe esis is 0.084 43, which iss bigger tha an but near to 0.05 so that we cam me to decid de to do anotherr T test with h unequal variance v forr more assu urance Table 4: Variance V Ra atio Test on n performance between IPD and d otherwise e Grou up Ob bs. M Mean Std. Err. Std. Dev. [95% Con nf. Interval] Non IPD 40 5 5.105027 1.55351 9.825258 1.962757 7 8.2472 297 IPD 9 4 4.160776 1.822258 5.466773 -.041357 77 8.3629 909 Com mbined 49 4 4.931593 1.305816 9.140715 2.306073 3 7.557113 Ratio = standard d deviation (Non D) IPD))/standard deviation (IPD Nulll hypothesis: Ratio =1 Alte ernative Hypo othesis (Ha):: ratio <1 Prob bability: p (F F<f)=0.9578 f = 3.230 02 degrees of freedom = 39 (=40-1), 8 (=9-1) Ha: ratio != =1 2*p (F>f) = 0.0843 Ha: Ratio > 1 P (F > f) = 0.0422 Table 5 is the resu ult of T-testt with equal variance of o STATA v.10. The ‘t’ value stands for ‘the rem mainder of the Perform mance mean of Non IPD after sub btracted by the Mean of o IPD’, which iss expressed d as ‘Differe ence’ in Tab ble 5. When n a probability, expresssed as p (T T<t), p (|T|>|tt|), and p (T T>t) in Table 5, is lesss than 0.05,, the alternative hypotthesis, loca ated right ab bove the pro obability, iss chosen. In n our case, the target alternative e hypothesiss is Ha: Differen nce!= 0, a different d ex xpression bu ut one having the same e meaning as that of our o second hypothesis.. p (|T| >|tt|) right be elow the altternative hyypothesis, Ha: H Differen nce!=0, is 0.782 28, much bigger than 0.05 0 so thatt we cannott choose the e alternativve hypothessis, our second hypothesis Ta able 5: T-te est with eq qual varianc ce on perfo ormance be etween IPD D and Non IPD Group Non n IPD Obs. 0 40 Mean M 5 5.105027 Std. Err. 1.55351 Std. Dev. 9.825258 [95% Co onf. Interval] 1.962757 7 8.2472 297 IPD 9 4 4.160776 1.822258 5.466773 -.041355 57 8.3629 909 Com mbined 9 49 4 4.931593 1.305816 9.140715 2.306073 3 7.557113 .6551067 3.15756 -5.90614 44 7.7946 646 Diffe erence Diffe erence = Mean (Non IPD))-Mean (IPD D) Nulll hypothesis: Difference = 0 Alte ernative Hypo othesis (Ha):: Diffe erence < 0 Prob bability: p (T T<t)=0.6086 t = 0.277 73 degrees of freedom = 47 Ha: Difference !=0 p (|T|>|t|)) = 0.7828 Ha: Diffe erence > 0 P (T > t)) = 0.3914 As we m mentioned, we did ano other T – tesst with une equal varian nce, whose result is sim milar to that of equal varia ance. Unequ ual T test sa ays the probability p (|T|>|t|) iss 0.6972, much t 0.05. bigger than Detaill of the third t hyp pothesis testing t The thirrd hypothessis is <If a project p adopts IPD, its degree of implementa i ation of Lasst Plannerr (LP) is diffferent from m those of other projeccts> The varriance test said there is no significa ant differen nce betwee en the varia ance of the two groupss (IPD and Non N IPD) in LP implementation byy showing th he probabillity, used in n determiniing whetherr to choose the alternattive hypoth hesis (standa ard deviatio ons of the two t groups are differe ent), is 0.19 948, Lean Co onstruction Journal 2011 http://creativecommonss.org/licenses/by--nc-nd/3.0/ p page 76 www.leanconstructionjournal.org C & Ballarrd: Last Plan Cho nner and Inte egrated Project Deliverry bigger than t 0.05. Table 6 shows the result of o t test witth equal variance in te esting our third hypoth hesis. Similar to Table 5, if a probab bility right under the alternative a hypothesis, representted as p (T<t), p (|T|>|t|), and p (T>t), is less than 0.05, we w can choo ose the alte ernative hypothesis, located right above e the proba ability. Our alternative e hypothesis is ‘Differe ence (betwe een means o of IPD and Non N IPD)!=0 0’, a differe ent expressiion but one e having the e same mea aning as that of our third hyypothesis. Even E though P (|T| >|t|), 0.074 is i bigger th han 0.05, it is not clear fo or us whethe er to discarrd our third d hypothesiss. As for seccond hypothesis, it is clear c in that the e probabilitty, P (T<t), is 0.7828, much m bigge er than 0.05 5. But, the third hypotthesis is at the border. b In short, even though Inte egrated Pro oject Delive ery projectss do not sho ow implementation off Last Plann ner significa antly differe ent from ottherwise, it seems to employ e Last Pla anner to a certain c degrree Ta able 6: T-te est with eq qual varianc ce on perfo ormance be etween IPD D and Non IPD Grou up Non IPD Obs. 40 Mean 3.266667 Std. Err. .1321312 2 Std. De ev. [95% Conf. Interval]] .835671 14 2.999406 6 3.53927 7 IPD 9 3.801471 .1802989 9 .540896 68 3.385701 1 4.21724 42 Com mbined 49 3.364896 .116053 .812370 07 3.131556 6 3.59823 36 -.5348048 .2926632 2 Diffe erence -1.12356 67 .053957 76 Diffe erence = Mea an (Non IPD)-Mean (IPD) Null hypothesis: Difference = 0 t = -1.82 274 degrees of freedom = 47 Alterrnative Hypo othesis (Ha): Difference <0 < Ha: Diffe erence !=0 Prob bability: p (T<t)=0.0370 p (|T|>| |t|) = 0.0740 0 erence > 0 Ha: Diffe P (T > t) = 0.9630 Referrences Adcock,, R., and Co ollier, D. (2 2001). 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