ensayo ticrapo

7/24/2019 Ensayo Ticrapo

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VNGCONSTRUCCIONES Y SERVICIOS GENERALES EIRL

URB. LA ENCALADA II ETAPA SANTA ANITA-LIMA RUC: 20523641167

ENSAYO DE DENSIDAD DE CAMPO

ASTM-D1556

PROYECTO: MANTENIMIENTO PERIODICO DEL CAMINO VECINAL

TRAMOTICRAPO-ULLUCUTE-ACARAPATA-CHACARO-CHIVINCURI-MOLLEPAMPA

UBICACIN : TICRAPO-MOLLEPAMPA EC!A : "#16#2013

E$ECUTA : VNG CONSTRUCCIONES Y SERVICIOS EIRL !EC!O : JRT

SUPERVISOR : ING. MARINO PE%A DUE%AS

PUNTO N& P-1 P-2 P-3 P-4 P-5

UBICACIN 'PROG( 00)000 00)250 00)500 00)750 01)000

CAPA AIRM. AIRM. AIRM. AIRM. AIRM.

D E N S I D A D ! U M E D A

A Peso Inicial de la Arena gr 4630.00 4650.00 4690.00 4600.00 4685.00

B Peso Residual de la Arena gr 880.00 870.00 880.00 880.00 890.00

C Peso Suelo Exraido gr 3395.00 3440.00 3500.00 3350.00 3460.00

D Peso de la Arena en el !ono " la Placa gr #7$0.00 #7$0.00 #7$0.00 #7$0.00 #7$0.00E P*+, * A*/ ** */ gr 2030.00 2060.00 200.00 2000.00 2075.00

* !,, ' A - B - D (

%ensidad de la Arena gr&c'3 #.40 #.40 #.40 #.40 #.40

G V,*/ * !,, ' E # ( c'3 1450.00 1471.43 142."6 142".57 14"2.14

! Peso de la (ra)a Seca * 3&4 gr $40.00 400.00 350.00 300.00 340.00

V %ensidad de la (ra)a gr&c'3 $.5# $.5# $.5# $.5# $.5#

$ V,*/ G ' ! # V ( gr 5.62 15.36 13.44 11.52 135.46

I P*+, * T8* !* ' C - ! ( gr 3155.00 3040.00 3150.00 3050.00 3120.009 V,*/ O, , T8* ' G - $ ( c'3 1354.3" 1312.07 1353.41 130.05 1346.6"

L gr&c'3 2.33 2.32 2.33 2.33 2.32

C O N T EN I D O D E ! U M E D A D1 +eso de la ara gr

2 +eso de la 'uesra ,u'eda - ara gr

3 +eso de la 'uesra seca -ara gr

4 gr

M 7.50 7.50 8.00 8.00 7.50

R E S U L T A D O SL %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.33 $.3$ $.33 $.33 $.3$

M Porcenae de /u'edad 7.50 7.50 8.00 8.00 7.50

N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.17 2.16 2.16 2.16 2.16

P D*/+8 M;8 * P,#3 gr&c'3 2.16 2.16 2.16 2.16 2.16

i'o !onenido de /u'edad 7.50 7.50 7.50 7.50 7.50

RADO DE COMPACTACION

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4/27




ASTM-D1556




E$ECUTA : VNG CONSTRUCCIONES Y SERVICIOS EIRL !EC!O : PE


PUNTO N& P-11 P-12 P-13 P-14 P-15

UBICACIN 'PROG( 02)500 02)750 03)000 03)250 03)500


E+*+, * =8, 15




C Peso Suelo Exraido gr 34$5.00 3430.00 3435.00 3300.00 3380.00

D Peso de la Arena en el !ono " la Placa gr #7$0.00 #7$0.00 #7$0.00 #7$0.00 #7$0.00

E P*+, * A*/ ** */ gr 2075.00 2075.00 20"5.00 2030.00 2070.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 14"2.14 14"2.14 14".2 1450.00 147".57

! Peso de la (ra)a Seca * 3&4 gr 400.00 300.00 $50.00 $60.00 $40.00


$ V,*/ G ' ! # V ( gr 15.36 11.52 .60 103.5 5.62

I P*+, * T8* !* ' C - ! ( gr 3025.00 3130.00 31"5.00 3040.00 3140.00

9 V,*/ O, , T8* ' G - $ ( c'3 1322.7" 1362.62 13".6" 1346.41 13"2.5

L gr&c'3 2.2 2.30 2.2 2.26 2.27




4 grM 6.00 6.00 6.00 9.00 9.00

R E S U L T A D O SL %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.$9 $.30 $.$9 $.$6 $.$7


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.16 2.17 2.16 2.07 2.0"

P D*/+8 M;8 * P,#3 gr&c'3 2.16 2.16 2.16 2.07 2.07

i'o !onenido de /u'edad 7.50 7.50 7.50 7."0 7."0


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ASTM-D1556






PUNTO N& P-16 P-17 P-1" P-1 P-20

UBICACIN 'PROG( 03)750 04)000 04)250 04)500 04)750



A Peso Inicial de la Arena gr 4740.00 4705.00 4700.00 4680.00 47$0.00


C Peso Suelo Exraido gr 3480.00 3460.00 3445.00 34$0.00 3450.00


E P*+, * A*/ ** */ gr 2130.00 2115.00 2100.00 2100.00 2110.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 1521.43 1510.71 1500.00 1500.00 1507.14

! Peso de la (ra)a Seca * 3&4 gr $50.00 $50.00 350.00 $00.00 $50.00


$ V,*/ G ' ! # V ( gr .60 .60 13.44 7.6" .60

I P*+, * T8* !* ' C - ! ( gr 3230.00 3210.00 305.00 3220.00 3200.00

9 V,*/ O, , T8* ' G - $ ( c'3 1421."3 1411.11 1360.56 1420.32 1407.54

L gr&c'3 2.27 2.27 2.27 2.27 2.27




4 grM 9.50 9.00 9.00 9.00 9.00

R E S U L T A D O SL %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.$7 $.$7 $.$7 $.$7 $.$7


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.07 2.0 2.0 2.0" 2.0

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07 2.07

i'o !onenido de /u'edad 7."0 7."0 7."0 7."0 7."0


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ASTM-D1556






PUNTO N& P-21 P-22 P-23 P-24 P-25

UBICACIN 'PROG( 05)000 05)250 05)500 05)750 06)000



A Peso Inicial de la Arena gr 47$0.00 4760.00 4705.00 46$5.00 4650.00


C Peso Suelo Exraido gr 34$0.00 3430.00 3400.00 33$0.00 3330.00

D Peso de la Arena en el !ono " la Placa gr #7$0.00 #7$0.00 #690.00 #7#5.00 #7$0.00

E P*+, * A*/ ** */ gr 2120.00 2140.00 2125.00 2050.00 2040.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 1514.2 152".57 1517."6 1464.2 1457.14

! Peso de la (ra)a Seca * 3&4 gr $80.00 300.00 $50.00 $40.00 400.00


$ V,*/ G ' ! # V ( gr 111.55 11.52 .60 5.62 15.36

I P*+, * T8* !* ' C - ! ( gr 3140.00 3130.00 3150.00 30"0.00 230.00

9 V,*/ O, , T8* ' G - $ ( c'3 1402.73 140.05 141".26 136".67 127.7"

L gr&c'3 2.24 2.22 2.22 2.25 2.26




4 grM 8.00 7.00 7.00 8.50 8.00

R E S U L T A D O SL %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.$4 $.$$ $.$$ $.$5 $.$6


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.07 2.0" 2.0" 2.07 2.0

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07 2.07



? P,*/


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10/27




ASTM-D1556






PUNTO N& P-26 P-27 P-2" P-2 P-30

UBICACIN 'PROG( 06)250 06)500 06)750 07)000 07)250



A Peso Inicial de la Arena gr 4750.00 47$5.00 4580.00 4680.00 4650.00

B Peso Residual de la Arena gr 9#5.00 9#0.00 885.00 900.00 880.00

C Peso Suelo Exraido gr 3400.00 3395.00 3#60.00 3300.00 33#0.00


E P*+, * A*/ ** */ gr 2115.00 205.00 175.00 2060.00 2050.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 1510.71 146.43 1410.71 1471.43 1464.2

! Peso de la (ra)a Seca * 3&4 gr $70.00 300.00 $50.00 $70.00 480.00


$ V,*/ G ' ! # V ( gr 107.57 11.52 .60 107.57 11.24

I P*+, * T8* !* ' C - ! ( gr 3130.00 305.00 210.00 3030.00 2"30.00

9 V,*/ O, , T8* ' G - $ ( c'3 1403.14 1376.1 1311.11 1363."6 1273.05

L gr&c'3 2.23 2.25 2.22 2.22 2.22




4 grM 7.50 8.00 7.00 7.00 7.00

R E S U L T A D O SL %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.$3 $.$5 $.$$ $.$$ $.$$


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.0" 2.0" 2.07 2.0" 2.0"

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07 2.07



? P,*/


11/27


12/27




ASTM-D1556




E$ECUTA : VNG CONSTRUCCIONES Y SERVICIOS EIRL !EC!O : E


PUNTO N& P-31 P-32 P-33 P-34 P-35

UBICACIN 'PROG( 07)500 07)750 0")000 0")250 0")500




B Peso Residual de la Arena gr 9#0.00 9$5.00 850.00 845.00 940.00

C Peso Suelo Exraido gr 3405.00 34$0.00 3$70.00 3$60.00 34#5.00


E P*+, * A*/ ** */ gr 2100.00 2105.00 2010.00 2035.00 2125.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 1500.00 1503.57 1435.71 1453.57 1517."6

! Peso de la (ra)a Seca * 3&4 gr 330.00 500.00 500.00 $00.00 #90.00


$ V,*/ G ' ! # V ( gr 131.47 1.20 1.20 7.6" 75.70

I P*+, * T8* !* ' C - ! ( gr 3075.00 220.00 2770.00 3060.00 3225.00

9 V,*/ O, , T8* ' G - $ ( c'3 136".53 1304.37 1236.51 1373." 1442.16

L gr&c'3 2.25 2.24 2.24 2.23 2.24




4 grM 9.50 #0.00 9.50 8.50 8.50



N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.0" 2.07 2.07 2.07 2.07

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07 2.07



? P,*/


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14/27




ASTM-D1556






PUNTO N& P-36 P-37 P-3" P-3 P-40

UBICACIN 'PROG( 0")750 0)000 0)250 0)500 0)750



A Peso Inicial de la Arena gr 47$0.00 47$5.00 4580.00 4650.00 4785.00

B Peso Residual de la Arena gr 9#5.00 930.00 860.00 860.00 980.00

C Peso Suelo Exraido gr 3365.00 3360.00 3$$0.00 3360.00 3370.00


E P*+, * A*/ ** */ gr 20"5.00 2075.00 2000.00 2070.00 20"5.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 14".2 14"2.14 142".57 147".57 14".2

! Peso de la (ra)a Seca * 3&4 gr $60.00 385.00 $05.00 3#0.00 $30.00


$ V,*/ G ' ! # V ( gr 103.5 153.3 "1.67 123.51 1.63

I P*+, * T8* !* ' C - ! ( gr 3105.00 275.00 3015.00 3050.00 3140.00

9 V,*/ O, , T8* ' G - $ ( c'3 13"5.70 132".76 1346.0 1355.07 137.65

L gr&c'3 2.24 2.24 2.24 2.25 2.25




4 grM 8.00 8.00 8.00 8.00 8.50



N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.07 2.07 2.07 2.0" 2.07

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07 2.07



? P,*/


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16/27




ASTM-D1556






PUNTO N& P-41 P-42 P-43 P-44 P-45

UBICACIN 'PROG( 10)000 10)250 10)500 10)750 11)000



A Peso Inicial de la Arena gr 47$0.00 4735.00 47$5.00 46#0.00 4660.00

B Peso Residual de la Arena gr 850.00 9#0.00 9#0.00 840.00 835.00

C Peso Suelo Exraido gr 3480.00 34#0.00 34#5.00 3330.00 34#0.00


E P*+, * A*/ ** */ gr 2150.00 2105.00 205.00 2050.00 2105.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 1535.71 1503.57 146.43 1464.2 1503.57

! Peso de la (ra)a Seca * 3&4 gr 360.00 360.00 435.00 390.00 $45.00


$ V,*/ G ' ! # V ( gr 143.43 143.43 173.31 155.3" 7.61

I P*+, * T8* !* ' C - ! ( gr 3120.00 3050.00 2"0.00 240.00 3165.00

9 V,*/ O, , T8* ' G - $ ( c'3 132.2 1360.15 1323.12 130".1 1405.6

L gr&c'3 2.24 2.24 2.25 2.25 2.25




4 grM 8.00 8.00 8.50 8.50 8.50



N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.07 2.0" 2.0" 2.07 2.07

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07 2.07



? P,*/


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18/27




ASTM-D1556






PUNTO N& P-46 P-47 P-4" P-4 P-50

UBICACIN 'PROG( 11)250 11)500 11)750 12)000 12)250



A Peso Inicial de la Arena gr 4680.00 47$5.00 4650.00 4675.00 4780.00


C Peso Suelo Exraido gr 3400.00 3455.00 3370.00 3360.00 3475.00


E P*+, * A*/ ** */ gr 20"0.00 2115.00 2065.00 2055.00 2130.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 14"5.71 1510.71 1475.00 1467."6 1521.43

! Peso de la (ra)a Seca * 3&4 gr 370.00 400.00 400.00 3#5.00 340.00


$ V,*/ G ' ! # V ( gr 147.41 15.36 15.36 125.50 135.46

I P*+, * T8* !* ' C - ! ( gr 3030.00 3055.00 270.00 3045.00 3135.00

9 V,*/ O, , T8* ' G - $ ( c'3 133".30 1351.35 1315.64 1342.36 13"5.7

L gr&c'3 2.26 2.26 2.26 2.27 2.26




4 grM 9.00 9.00 9.00 9.00 9.00



N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.0" 2.07 2.07 2.0" 2.0"

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07 2.07



? P,*/


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20/27




ASTM-D1556






PUNTO N& P-51 P-52 P-53 P-54

UBICACIN 'PROG( 12)500 12)750 13)000 13)260

CAPA AIRM. AIRM. AIRM. AIRM.


A Peso Inicial de la Arena gr 4755.00 4760.00 47$0.00 46$0.00

B Peso Residual de la Arena gr 905.00 9$0.00 870.00 850.00

C Peso Suelo Exraido gr 3470.00 3450.00 3460.00 3350.00

D Peso de la Arena en el !ono " la Placa gr #7$0.00 #7$0.00 #7$0.00 #7$0.00

E P*+, * A*/ ** */ gr 2130.00 2120.00 2130.00 2050.00

* !,, ' A - B - D (

%ensidad de la Arena gr&c'3 #.40 #.40 #.40 #.40

G V,*/ * !,, ' E # ( c'3 1521.43 1514.2 1521.43 1464.2

! Peso de la (ra)a Seca * 3&4 gr 300.00 $70.00 350.00 400.00

V %ensidad de la (ra)a gr&c'3 $.5# $.5# $.5# $.5#

$ V,*/ G ' ! # V ( gr 11.52 107.57 13.44 15.36

I P*+, * T8* !* ' C - ! ( gr 3170.00 31"0.00 3110.00 250.00

9 V,*/ O, , T8* ' G - $ ( c'3 1401.1 1406.72 13"1. 1304.2

L gr&c'3 2.26 2.26 2.25 2.26




4 gr

M 9.00 9.00 8.50 9.00

R E S U L T A D O SL %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.$6 $.$6 $.$5 $.$6

M Porcenae de /u'edad 9.00 9.00 8.50 9.00

N D*/+8 S* L # ' 100)M ( &100 gr&c'3 2.07 2.07 2.07 2.07

P D*/+8 M;8 * P,#3 gr&c'3 2.07 2.07 2.07 2.07

i'o !onenido de /u'edad 7."0 7."0 7."0 7."0


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21/27


ASTM-D1556

PROYECTO : MANTENIMIENTO PERIODICO

TRAMO

UBICACIN : SINCOS $AU$A $UNIN EC!A : 10#14#2011

E$ECUTA : SEIN PERU !EC!O : I(. J!!

PUNTO N& P-1 P-2 P-3 P-4 P-5

UBICACIN 'PROG( 23)250 23)000 22)750 22)500 22)250




B Peso Residual de la Arena gr 845.00 960.00 870.00 8$0.00 9$0.00

C Peso Suelo Exraido gr 35$0.00 3470.00 3380.00 34#0.00 3480.00

D Peso de la Arena en el !ono " la Placa gr #370.00 #460.00 #405.00 #5$0.00 #300.00

E P*+, * A*/ ** */ gr 2375.00 2320.00 2305.00 2310.00 2460.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 166.43 1657.14 1646.43 1650.00 1757.14

! Peso de la (ra)a Seca * 3&4 gr 640.00 #50.00 750.00 650.00 3#5.00


$ V,*/ G ' ! # V ( gr 254." 5.76 2"."0 25".6 125.50

I P*+, * T8* !* ' C - ! ( gr 2""0.00 3320.00 2630.00 2760.00 3165.00

9 V,*/ O, , T8* ' G - $ ( c'3 1441.45 157.3" 1347.62 131.04 1631.64

L gr&c'3 2.00 2.0" 1.5 1." 1.4




4 gr

M 5.50 6.00 5.00 6.00 4.00

R E S U L T A D O S

L %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.00 $.08 #.95 #.98 #.94


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 1." 1.6 1."6 1."7 1."7

P D*/+8 M;8 * P,#3 gr&c'3 1." 1." 1." 1." 1."

i'o !onenido de /u'edad


? P,*/


22/27


ASTM-D1556


TRAMO


E$ECUTA : SEIN PERU !EC!O : I(. J!!

PUNTO N& P-1 P-2 P-3 P-4 P-5

UBICACIN 'PROG( 22)000 21)750 21)500 21)250 21)000



A Peso Inicial de la Arena gr 4350.00 4650.00 45$0.00 47$0.00 4750.00

B Peso Residual de la Arena gr 835.00 950.00 850.00 8#0.00 905.00

C Peso Suelo Exraido gr 3$#0.00 3340.00 34#0.00 3580.00 3800.00

D Peso de la Arena en el !ono " la Placa gr #360.00 #450.00 #390.00 #490.00 #$50.00

E P*+, * A*/ ** */ gr 2155.00 2250.00 22"0.00 2420.00 255.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 153.2 1607.14 162".57 172".57 1"53.57



$ V,*/ G ' ! # V ( gr 254." 5.76 2"."0 25".6 125.50

I P*+, * T8* !* ' C - ! ( gr 2570.00 310.00 2660.00 230.00 34"5.00

9 V,*/ O, , T8* ' G - $ ( c'3 12"4.31 1547.3" 132.77 146.61 172".07

L gr&c'3 2.00 2.06 2.00 1. 2.02




4 gr

M 5.50 6.00 5.00 6.00 4.00

R E S U L T A D O S

L %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.00 $.06 $.00 #.99 $.0$


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 1.0 1.4 1.1 1."" 1.4

P D*/+8 M;8 * P,#3 gr&c'3 1." 1." 1." 1." 1."



? P,*/


23/27


ASTM-D1556


TRAMO


E$ECUTA : SEIN PERU !EC!O : ING. $CC

PUNTO N& P-1 P-2 P-3 P-4 P-5

UBICACIN 'PROG( 20)750 20)500 20)250 20)000 1)750



A Peso Inicial de la Arena gr 4$80.00 4580.00 4650.00 45$0.00 4800.00

B Peso Residual de la Arena gr 8#5.00 935.00 950.00 790.00 890.00

C Peso Suelo Exraido gr 3##0.00 3$40.00 3500.00 3470.00 3750.00

D Peso de la Arena en el !ono " la Placa gr #380.00 #4$0.00 #380.00 #450.00 #350.00

E P*+, * A*/ ** */ gr 20"5.00 2225.00 2320.00 22"0.00 2560.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 14".2 15".2 1657.14 162".57 1"2".57



$ V,*/ G ' ! # V ( gr 254." 5.76 2"."0 25".6 125.50

I P*+, * T8* !* ' C - ! ( gr 2470.00 300.00 2750.00 2"20.00 3435.00

9 V,*/ O, , T8* ' G - $ ( c'3 1234.31 152.52 135".34 136.61 1703.07

L gr&c'3 2.00 2.02 2.02 2.06 2.02




4 gr

M 5.50 6.00 5.00 6.00 4.00

R E S U L T A D O S

L %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.00 $.0$ $.0$ $.06 $.0$


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 1.0 1.1 1.3 1.4 1.4

P D*/+8 M;8 * P,#3 gr&c'3 1." 1." 1." 1." 1."



? P,*/


24/27


ASTM-D1556


TRAMO



PUNTO N& P-1 P-2 P-3 P-4 P-5

UBICACIN 'PROG( 1)500 1)250 1)000 1")750 1")500



A Peso Inicial de la Arena gr 4$80.00 46$0.00 4700.00 4570.00 4790.00

B Peso Residual de la Arena gr 8#0.00 9$5.00 940.00 780.00 880.00

C Peso Suelo Exraido gr 3#00.00 3$70.00 3550.00 3480.00 3760.00

D Peso de la Arena en el !ono " la Placa gr #370.00 #430.00 #390.00 #480.00 #370.00

E P*+, * A*/ ** */ gr 2100.00 2265.00 2370.00 2310.00 2540.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 1500.00 1617."6 162."6 1650.00 1"14.2



$ V,*/ G ' ! # V ( gr 254." 5.76 2"."0 25".6 125.50

I P*+, * T8* !* ' C - ! ( gr 2460.00 3120.00 2"00.00 2"30.00 3445.00

9 V,*/ O, , T8* ' G - $ ( c'3 1245.02 155".10 134.05 131.04 16"".7

L gr&c'3 1." 2.00 2.01 2.03 2.04




4 gr

M 5.50 6.00 5.00 6.00 4.00

R E S U L T A D O S

L %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 #.98 $.00 $.0# $.03 $.04


N D*/+8 S* L # ' 100)M ( &100 gr&c'3 1."7 1." 1.1 1.2 1.6

P D*/+8 M;8 * P,#3 gr&c'3 1." 1." 1." 1." 1."



? P,*/


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ASTM-D1556


TRAMO



PUNTO N& P-1 P-2 P-3 P-4 P-5

UBICACIN 'PROG( 1")250 1")000 17)750 17)500 17)250



A Peso Inicial de la Arena gr 4#00.00 4580.00 4670.00 45#0.00 4750.00

B Peso Residual de la Arena gr 750.00 950.00 #050.00 785.00 890.00

C Peso Suelo Exraido gr 3050.00 3#70.00 3350.00 3380.00 3660.00

D Peso de la Arena en el !ono " la Placa gr #360.00 #4$0.00 #365.00 #460.00 #380.00

E P*+, * A*/ ** */ gr 10.00 2210.00 2255.00 2265.00 24"0.00

* !,, ' A - B - D (


G V,*/ * !,, ' E # ( c'3 1421.43 157".57 1610.71 1617."6 1771.43



$ V,*/ G ' ! # V ( gr 254." 5.76 2"."0 25".6 125.50

I P*+, * T8* !* ' C - ! ( gr 2410.00 3020.00 2600.00 2730.00 3345.00

9 V,*/ O, , T8* ' G - $ ( c'3 1166.45 151"."1 1311.1 135"." 1645.3

L gr&c'3 2.07 1. 1." 2.01 2.03




4 gr

M 4.50 5.00 6.00 4.50 6.#0

R E S U L T A D O S

L %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3 $.07 #.99 #.98 $.0# $.03

M Porcenae de /u'edad 4.50 5.00 6.00 4.50 6.#0

N D*/+8 S* L # ' 100)M ( &100 gr&c'3 1." 1." 1."7 1.2 1.2

P D*/+8 M;8 * P,#3 gr&c'3 1." 1." 1." 1." 1."



? P,*/


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E N S A Y O D E D E N S I D A D D E C A M P O

ASTM-D1556

OBRA :

CONTRATISTA :

INSPECTOR DE OBRA :

CONTRATO DE OBRA N :LONGITUD : 1ilo'eros

MONTO CONTRATADO :

UBICACIN :

Distritos :

Provincia

Departamento /uanca)elica

AREA GEOGRAFICA : 3 /uanca)elica

FECHA :

PUNTO N& P-1 P-2 P-3 P-4 P-5

UBICACIN 'PROG( 0)000 0)200 0)500 0)750 1)000



A Peso Inicial de la Arena gr

B Peso Residual de la Arena gr

C Peso Suelo Exraido gr

D Peso de la Arena en el !ono " la Placa gr

E P*+, * A*/ ** */ gr

* !,, ' A - B - D (

%ensidad de la Arena gr&c'3G V,*/ * !,, ' E # ( c'3

! Peso de la (ra)a Seca * 3&4 gr

V %ensidad de la (ra)a gr&c'3

$ V,*/ G ' ! # V ( gr

I P*+, * T8* !* ' C - ! ( gr

9 V,*/ O, , T8* ' G - $ ( c'3

L gr&c'3




4 gr

M

R E S U L T A D O SL %ensidad /u'eda I & 1 2 o ! & ( 2 gr&c'3

M Porcenae de /u'edad

N D*/+8 S* L # ' 100)M ( &100 gr&c'3

P D*/+8 M;8 * P,#3 gr&c'3



? P,*/


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