UPDA Questionnaires 1. Temperature emperature (Allowabl (Allowable) e) of Asphalt Asphalt during during lining. lining. 135 degree entigrade to 1!3 degrees ma"imum #. Plasti Plastiit$ it$ inde" inde" of soil (P%) (P%) =&.& (li'uid limit) P.& (Plasti limit) 3. Time ost ost ure ure is represen representing ting the relation relation between. between..* .* +arned ost and planning ost (time and ost) ,. The diret ost inludes inludes the followingfollowingLabors Labors and sta ost, Project materials (supplies), plants, transportations (trael) and onsultant series 5. %ndire %ndiret t ost ost and and e"pens e"pense e during during-The pro/et oerhead pro0t and administratie e'uipment rental audit and legal !. +leation +leation of leeling leeling deie deie is 1!-#3 what what is grand leel leel if reading of the stand stand is !-5#* 22.1 . %f T4ha 4hape ped d beam beam is passi passing ng thro throug ugh h man$ man$ suppo support rts s the the set setio ion n abo aboe e the the support should be designed as* 6etangle setion 7. %nterdisipl %nterdisiplinar$ inar$ nature nature of +nginee +ngineering ring pro/et pro/et is de0nedde0nedthe integ integrat rates es betwee between n difer diferent ent discip disciplin lines es with within in the the proj project ect like like civil, civil, mech mechani anical cal.. Archite Architect, ct, electrica electricall departm department ent in inorma inormation, tion, data, data, techni!u techni!ues, es, tools, tools, concept, concept, etc to sole problems whose solutions are be$ond the sope of a single disipline. Also, we can can call call the the "nte "nterrdisc discip ipli lina nar# r# engi engine neer er as coor coordi dina nato torr engi engine neer er.. $he $he cour course se o interdisciplinar# interdisciplinar# encourages #ou to combine (integrate) #our knowledge and e%perience e%perience with that o others. Also, it is the interconnections interconnections among diferent departments departments within the project organi&ation, organi&ation, work with others rom diferent backgrounds backgrounds and sections to pose and evaluate ollaboratio boration n reso resolut lution ions s to comple comple% % prob problem lems. s. "t is how how to work work within within a team. team. The olla between all departments within the onstrution of the pro/et 2. The neares nearestt 1 1 feet feet is ,, 8T 1.P+6T isProgram ealuation reiew tehnial 11.%f 11.%f the load load magnitu magnitude de on a traditi traditiona onall 6.9 olumn olumn inrea inreases ses ontin ontinuou uousl$ sl$ the allowable moment in one plane is onstant. :ero 1#.%f 1#.%f desig design n spee speed d of road is ! mile mile (!;1.!<2!=m>hr) and r<7? t<1 then the minimum radius is e'uals to* R_min (FT)= V2 (MILE) / 15(0.01e_max + f_max) = (!.m) 13.4lump test of onrete is used for@or=abilit$ 1,.To 1,.To e"trat good samples s amples of ro= we are (4ingle tube barrel double tube barrel 4helb$ tube traditional split spoon) '* +$-
ock, mineral, or ossil specimens, and subsamples thereo (e.g. thin sections, mineral concentrates)
/redges
0ores (rock, sediment, ice) and related core sections, section halves, and samples rom cores
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'luid samples (seawater, river or lake water, h#drothermal 1uids, porewater)
/rill holes and wells
2oil pedons and samples thereo
*acro and microbiolog# samples
15.8rom t$pe of sedimentar$ ro=s is 3 4reccia 56789:; < Limestone 8>?:; 8?@:; 0hert B86C D il 2hale EF7G:; 8HI:; J 0oal K@:; M ock 2alt 8HI:; NO:; Q 0onglomerate RFSC T 2andstone U 2"L$ 2$+ EV:;W EOX8:; 8?@:; Y Dolomite Z>X[:W\:; 3] 2hale R>?^:; 33 'lint Z_>O` 1# 2AL$ 13 P2* 1, A*4.
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