List of viola music for learners, at successive levels of difficulty or 'grades' from early learner to pre-professional.Full description
The new CC Grading system will not only help the faculty but also the students as this doesn’t require stepping down to college every time and all the queries of the students can be handled …Full description
Grading rubric for assessment 1
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Livro didático de ingles de nivel superior.
Tercera parte del siguiente método de Xylófono. 3º y 4º de Enseñandas Profesionales.Full description
Introduzione alla sintesi granulare (English)Full description
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TABLE 300.1 GRADING FOR CLOSE-GRADED GRANULAR SUB-BASE MATERIALS IS Sieve
/ /he materia' passing "25 micron )0."25 micron )0."25mm+ sieve or a'' the three grading when tested according 1+ IS 2720 )pan 5+ sha'' have 'i4(id 'imit and p'asticit inde6 not more than 25 and per cent respective' r espective'..
TABLE 4-00.30 SOIL *UL+ERISATION RE,UIREMENTS FOR LIME STABILISATION IS Sieve Designation
*inim(m Per cent weghr passing the IS sieve
2.5mm
100
5.m
80
TableE 400.4 GRADING LIMITS OF MATERIALS FOR STABILISATION IT CEMENT IS Sieve sie
Per cent weight passing the IS sieve S(-ase
53.0mm 37.5mm 1!.0mm !.5mm ".75mm 00micron 300micron 75micron
$ase within the range 100 !5-100 "5-100 35-100 25-100 8-5 5-"0 0-10
TABLE 400./0 SOIL *UL+ERISATION RE,UIREMENTS FOR LIME STABILISATION IS Sieve Designation
*inim(m Per cent weght passing the IS sieve
2.5mm
100
5.m
80
TABLE 400./. *SICAL RE,UIREMENT OF COARSE AGGREGATES FOR ATER BOUND MACADAM FOR SUB-BASEBASE COARSE /est 1
2
9est *ethod
%e4(irements
:=os ;nge'es ;rasion &a'(r or
IS 238 )part-"+
"0 per cent )*a6+
:;ggregate Impact &a'(e IS5"0::
IS 238 )part-"+ or
30 per cent )*a6+
#omined <'a>iness and 'ongation Indices )/ota'+:::
IS 238 )part-1+
30 per cent )*a6+
:;ggrigate ma satis re4(irements o either o the two tests. ::;ggrigates 'i>e ric> meta' >an>ar 'aterite etc. which get sotened precence o water sha'' e tasted or impact va'(e (nder wet conditions in accordiance with IS 5"0 :::/he re4(irement o 'ainess inde6 and e'ongation inde6 she'' e enorced on' in the case o cr(shed ro>en stone and cr(shed s'ag.
TABLE 400./. *SICAL RE,UIREMENT OF COARSE AGGREGATES Grading 1
/ the compected thic>ness or a 'aer with Grading I sha'' e 100mm whi'e or
TABLE 400./. *SICAL RE,UIREMENT OF COARSE AGGREGATES Grading #'assiication
Sie o screenings
IS Sieve Designation
Per cent weight passing the IS sieve
;
13.2mm
13.2mm 11.2mm 5.mm 180microns
100 !5-100 15-35 0-10
$
11.2mm
11.2mm 5.mm
100 !0-100
180micron
15-35
TABLE 400. A**ROIMATE ,UANTITIES OF COARSES AGGREGATES AND SC RE,OIRED FOR 1005 MM COM*ECTED TIC6NESS OF ATER BOUND MACADAM 7 BASEBASE COURSE FOR LO AREA
#'assiication
Sie %ange
#ompected thic>ness @t.
S(ch %ange
=oose Stone Screening Grading
Screenings cr(sha'e as *oor(m or Grading
Table 400-10 *SICAL RE,UIREMENT OF COARSE AGGREGATES FO ET MI MACADAM FOR SUB-BASEBASE COURSE /est 1
2
9est *ethod
%e4(irements
:=os ;nge'es ;rasion &a'(r or
IS238 )Part-8"+
"0 per cent )*a6+
:;ggregate Impact &a'(e IS5"0::
IS 238 )part-"+ or
30 per cent )*a6+
#omined <'a>iness and 'ongation
IS 238 )part-1+
30 per cent )*a6+
:;ggrigate ma satis re4(irements o either o the two tests. :: /o determine this comined proportion the 'a> stone orm a representative samp'e sho('d irst o(t. <'a>iness inde6 is waight o 'a> stone meta' divided we8ight o sone samp'e . n' e'ongate spreated o(t rom the remaining )non-'a>+ stone meta'. e'ongation inde6 is weight o e'ongeded par tota' non 'a> partic'es. the va'(e o 'ic>ness inde6 and e'ongation inde6 so o(nd are added (p. I the water asorption va'(e o the coarse aggrigate is greater then 2 per cent the so(ndness
carried o(t on the materia' de'ivered to site as per IS238 )Part-5+
