PRO E# *a ,o#%&$,,+o# !" $#a '&" "a a !" ,o#%"#+# +# "# o #"a "a!o !" ,< &"+# !"%"&m+#a# $#a &"+%"#,+a !" !+"o !" 280 :;,m2 a *o !" ,o*o,a,+# "* %+'o !" "%&$,%$&a "%&$,%$&a '"&m+%"# %&a(aa& ,o# m",*a ,o&&"'o#!" a *a ,*a+-,a,+# ,*a+-,a,+# !" BUENO "* *a(o&a%o&+o !" ,o#%&o*? ,o#%&o*? MUESTRAC - 1 C-2 C-3 C-4 C-5 PROM. 1 219 217 225 222 218 220.00 2 236 238 226 245 227 234.00 3 221 211 215 218 219 217.00 4 218 226 215 216 217 218.00 5 223 224 219 218 214 220.00 6 235 228 216 223 224 225.00 7 219 224 225 217 232 223.00 8 232 219 221 223 232 225.00 9 225 233 228 219 218 225.00 10 232 225 223 231 229 228.00 11 215 219 218 217 221 218.00 12 224 226 222 219 226 223.00 13 219 225 226 228 215 223.00 14 218 214 212 215 213 214.00 15 221 223 218 226 225 223.00 SUMATORI 3357 3352 3309 3337 3330 3337.00 PROMEDIO 224 223 221 222 222 222.47
La "'",+-,a,+o#" !"* '&o",%o +#!+,a# C$" 'a&a *a "*",,+# !" *a a*%"&#a%+a a) No má !" 1 "# 10 m$"%&a 'o& !"(ao !" *a &"+%"#,+a "'",+ () N$"" !" ,a!a 10 m$"%&a "%a# 'o& "#,+ma !"* 100/ !" *a &" S" '+!" !+"a& !+"a& 'o& 'o& "* m!$*o m!$*o !" ,om+% ,om+% !" 211 211 !" AI "* M%o!o M%o!o ! La ,a&a,%"&%+,a +,a !" *o a&"a!o o# *o +$+"#%"
DESCRIPCION P"o "'",-,o P"o $#+%a&+o $"*%o ",o P"o $#+%a&+o ,om'a,%a!o ",o o#%"#+!o !" <$m"!a! Po&,"#%a" !" a(o&,+#
AGREGADO FINO 2.65 1658 :;m3 1622 :;m3 5/ 1.2 /
=
GRANULOMETRIA
AG AGREGADO FINO MALLA % RETENIDO % RET. A % PASA MALLA N 4 7 7 93 1 1;2 N 8 6 13 87 1 N16 18 31 69 3;4 N 30 24 55 45 1;2 N 50 21 76 24 3;8 N100 19 95 5 1;4 o#o 5 100 0 N 4 277 SOLUCION
% RETE 5 12 40 15 12 15 1
Po& !a%o " a(" C$" *a &"*a,+# !" &"+%"#,+a !" 28 ; 7 > 1.25 F, 28 F,7
>
G,28
>
1.25
280
a*,$*a#!o "* ,o"-,+"#%" !" a&+a,+# > = H1K2 H1K2 2K2) 1 > 2 >
15 / H + "* ,o"-,+"#%" !" a&+a,+# !" *a ,om'aa
;J J
2
> √ (Σ ( X - X)^2 ! - 1)
J2 > 2 >
> !"+a,+# "%a#!a& !" *o !a%o !" *a(o& > '&om!"+o !" *o !a%o !" "#ao
"
4.91 4.91 :;,m2 :;,m2 4.91063
222.47
H ; J ) J 100
>
2.21 /
E#%o#," ,o"-,+"#%" !" a&+a,+# " +$a* a
> = H1K2 H1K2 2K2) >
15.1619 /
DETERMINAN DETERMINANDO DO LA RESIST RESISTENIA ENIA REUERIDA REUERIDA PROMEDI PROMEDIO O DE AUERD AUERD a) Pa&a C$" #o ma ma !" 1 !" ,a!a 10 m$"%&a "%"# 'o& !"(ao !" F G,& >
G, > 434.282 :;,m2 1% () 'a&a 'a&a C$" 9 !" ,a!a ,a!a 10 m$"%& m$"%&a a "%"# "%"# 'o& "#,+ma "#,+ma !" 100 / " " F,& F,& > H124 H124..4 ; 100 100 ) 350 350 > 435. 435.4 4 :;, :;,m2 m2 DETERMINANDO LA RESITENIA REUERIDA PROMEDIO DE AUERDO
AG AGREGADO FINO MALLA % RETENIDO % RET. A % PASA MALLA N 4 7 7 93 1 1;2 N 8 6 13 87 1 N16 18 31 69 3;4 N 30 24 55 45 1;2 N 50 21 76 24 3;8 N100 19 95 5 1;4 o#o 5 100 0 N 4 277 SOLUCION
% RETE 5 12 40 15 12 15 1
Po& !a%o " a(" C$" *a &"*a,+# !" &"+%"#,+a !" 28 ; 7 > 1.25 F, 28 F,7
>
G,28
>
1.25
280
a*,$*a#!o "* ,o"-,+"#%" !" a&+a,+# > = H1K2 H1K2 2K2) 1 > 2 >
15 / H + "* ,o"-,+"#%" !" a&+a,+# !" *a ,om'aa
;J J
2
> √ (Σ ( X - X)^2 ! - 1)
J2 > 2 >
> !"+a,+# "%a#!a& !" *o !a%o !" *a(o& > '&om!"+o !" *o !a%o !" "#ao
"
4.91 4.91 :;,m2 :;,m2 4.91063
222.47
H ; J ) J 100
>
2.21 /
E#%o#," ,o"-,+"#%" !" a&+a,+# " +$a* a
> = H1K2 H1K2 2K2) >
15.1619 /
DETERMINAN DETERMINANDO DO LA RESIST RESISTENIA ENIA REUERIDA REUERIDA PROMEDI PROMEDIO O DE AUERD AUERD a) Pa&a C$" #o ma ma !" 1 !" ,a!a 10 m$"%&a "%"# 'o& !"(ao !" F G,& >
G, > 434.282 :;,m2 1% () 'a&a 'a&a C$" 9 !" ,a!a ,a!a 10 m$"%& m$"%&a a "%"# "%"# 'o& "#,+ma "#,+ma !" 100 / " " F,& F,& > H124 H124..4 ; 100 100 ) 350 350 > 435. 435.4 4 :;, :;,m2 m2 DETERMINANDO LA RESITENIA REUERIDA PROMEDIO DE AUERDO
F,& >
326.44 :;,m2
F,& >
A.- DISE#O DE ME$CLA POR EL METODO ACI. 1) S&''! *& +'!,+!,. La ,o ,o#! #!+, +,+ +# # #o #o !+," !+," C$" C$" "& "&á á !" !" ,o ,o+ +%" %"#, #,+a +a ", ",a a a!" a!"má má "% "%a& a&á á o#+!"&amo !" *a %a(*a a"#%am+"#%o !" 0 a 2 ,o# a+&" a+&" +#,o&'
2) E& ,++/ 0 !!+&. !!+&. N + + *15 13 34. 3) S&''!+ & & '!,!* * +67+ +67+ & + +,+8+* +,+8+* * &+ , a$a 145 *+%&o; m3 A+&" A+&" 4.5 / 4) S&''! * &+ &+'! +67+ '!, 'o& &"+%"#,+a 'o& !$&a(+*+!a! A; > 0.4 0.45 5) C+&'7& * '!,!* * '!, ,"m"#%o > A; A; 0.4 >
362.5 ;m3
:) S&''! S&''! *& *& 8; *& +66+ +66+* * 67; 67; (,+9&+) (,+9&+) ; <7 <7 > 2.77 m > / &"%"#+!o a,$m$*a!o 100 ( HP"o $#+%a&+o ",o A. ) A.. > (o HP"o $#+%a&+o O OMPATADO A..) 0.74 2.6 2.77 0.72 2.8 0.02 0.2 > 0.17 > 0.017 0.723 1192.95 1192.95 :;m3 A&"a!o &$"o > 0.723 J PUOMP > 7) Ma%"&+a*" 'o& $#+!a! !" m"%&o ,Q(+,o "m"#%o
362.5 3150
A$a
145 1000
A+&"
4.5 100 1192.9 1192.95 5>
A&"a!o &$"o
2680
o*$m"# 'a&,+a*
A66+* =! " 1 m3 o* 'a&,+a* !" ,o#,&"%o > 8) P"o !" !+"o !" *o ma%"&+a*". ,"m"#%o a$a a&"a!o &$"o A&"a!o -#o
362.5 145 1192.95 661.97
0.2498 P.E 1000 >
9) A'o&%" !" <$m"!a! !"* a&"a!o a* ,o#,&"%o A&"a!o -#o A&"a!o &$"o
661.97 695.0685 695.07 1192.95 1?216.81 1216.81
10) o&",,+# 'o& <$m"!a! A$a E",%+a
145
11) La 'o&,+# "# '"o !" *a o(&a ,"m"#%o
145 HH5
H:)
362.5 362.5
1
A&"#a -#a
695.069 362.5
1.91743
A&"#a &$"a
1?216.8 362.5
3.356714
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100.76 362.5
0.28
12) á*,$*o !" *a 'o&,+# "# o*$m"# !" o(&a . ,"m"#%o
362.5 42.5
8.529412
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695.069 1658
35.31
14.8027
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1216.81 1722
35.31 24.95094
A$a "",%+a
100.76
BLEMA ,a#%a !" 5300 m#m. La ,a&a,%"&+%+,a m+,a !" !+"o !" *a !a 'a&a $#a &"*a,+# !" 28;7 > 1.25 . I$a*m"#%"?*a ,o#!+,+o#" " ,o#+%"#,+a ",a@ "* ,o"-,+"#%" !" a&+a,+# 1 !" *a ,om'a+a 'a&a m$"%&a !" ,+#,o ,+*+#!&o ,om'a"&o? " o(%+"#" a 'a&%+& !" X-X
(X - X )^2+!6
2.47 11.53 5.47 4.47 2.47 2.53 0.53 2.53 2.53 5.53 4.47 0.53 0.53 8.47 0.53
6.10 132.94 29.92 19.98 6.10 6.40 0.28 6.40 6.40 30.58 19.98 0.28 0.28 71.74 0.28 337.66
8 19 R > 10 11 10 19 D > 15 13 15 J > 9 6 2 > 7 13 1 > 6 8 > 169
11.3
4.9
222.467 2.20258 15 15.1608
&"+%"#,o+a '&om"!+o " !"("&á "*"+& *a mao& !" "%a !o
,a!a. +%"#,+a "'",+-,a!a. M!$*o !" -#"a !" *a ,om(+#a,+# !" a&"a!o.
AGREGADO GRUESO 2.68 1722 :;m3 1650 :;m3 2.00 / 0.4/
15.2
AGREGADO GRUESO IDO % RET. A / PASA 5 17 57 72 84 99 100 500 746
95 83 43 28 16 1 0
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1192.95 :;m3
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0.145 m3
0.045 m3
0.4451 m3
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