Cementacionprog Perf May 6

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    VXU3)0S%(# &)+%.,+# !"#$"%&%(# 2 +%"%+S)",0S,+%0 () 1% $)#&)S",% ()1 !#/#VXUVU3 )N@?K: &7DM?B I UQw 75 WQ

    $>?B A9Q

    $B4B G CVIQ F767 _e

    $B4B J GVIQ 5J66 _

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    KOP @ 4100 md Incl. Mx. 18.57 Despl. Max. 548.80 m, az 345.40

    $>?BI UQ

    957

    1512

    4492

    3167

    4992

    3532

    4337

    4637

    4917

    5033

    5160

    5657

    52

    FALLA 13578

    1. 10 gr/ ccBENT.

    1.47 - 1.55 gr/ccE.I

    1.85 -1.90 gr/ccE.I

    1.95 - 2.00 gr/ccE.I

    1. 03 gr/ ccA. de mar y Baches de L. BENT.

    4237

    5057

    3817

    PROG. REGISTROS:20: AIT-DSI-BGT-GR16: AIT-DSI-BGT-GR13 3/8: AIT-DSI-BGT-LDL-CNL-GR9 7/8: AIT-DSI-BGT-LDL-CNL-GR7 5/8 : AIT-NGT-LDL-CNL-DSI-OBMI5: AIT-NGT-LDL-CNL-DSI-OBMICBL y USIT CASTV (13 3/8, 9 7/8 7 5/8)GYROS COPICO EN CADA ETAPA

    1000

    2000

    3000

    4000

    5000

    6000

    $>?B7G UQ w 7J UQ

    $>?B7F UQw7G UQ

    NUDGE: 220-870 M,INCL. MAX. 5,AZ: 345.40, VS: 41.35 M

    $B4B 77 AVFQ A6C6 _

    VV nk q I4HH B9p I4V[ BK$>?B 75 WQw 7F XQ

    5857

    5292

    5429

    4042

    4187

    0.72 -0.74 gr/ccE.I.1,.)" "%.R"%(# Lk q

    LJLY B9p L[IIBK

    $B4B CQ CGJF _e

    $>?B 9 UQ

    FALLA 23722

    0.94 -0.97 gr/ccE.I.

    VX XoJk q JHH BQp

    1 NCLEO (JSK)

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    REGISTROS GR-RT PROPAGADOS DEL POZO MAY-4

    LNEA SSMICA EN TRAYECTORIA DEL MAY-6

    PROGRAMA

    NO SE T i e m p o

    Falla-1 @ 3580 md(-3541 mvbnm)

    1000 md

    2000 md

    3000 md

    4000 md

    5000 md

    ZONA GEOPRESIONES 1@ 2047-3092 md (RP-MS)

    ZONA LUTITASSOBREPRESIONADAS

    @ 3092-5068 md(MS-KSB)

    !"##"$ " %&'("'

    (')$ *$(+,"-"$

    #+(&./" %,1" .*.+%"%,1" .*.+%" *$(+,"-" !#0+-&$ *1 %,1" .*.+%"

    !

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    -:pB 7ABAB7B8 />nh:d^< ea ,a@i^@?f:=>

    LNEA SSMICA EN TRAYECTORIA DEL MAY-6PROGRAMA

    NO SE T i e m p o

    Falla-1 @ 3580 md(-3541 mvbnm)

    1000 md

    2000 md

    3000 md

    4000 md

    5000 md

    ZONA GEOPRESIONES 1@ 2047-3092 md (RP-MS)

    ZONA LUTITASSOBREPRESIONADAS

    @ 3092-5068 md(MS-KSB)

    POSIBLES EVENTOS DE PMAY-6 DE POZOS VEC

    TR 30

    TR 2

    TR 16

    TR 9

    TR 7

    TR 5

    FM TEVENTOS

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    VIUWU3 $8MA6D:N K7> G>?< K687DD6: 5,BG:8@?K: K7 +:BG?NN=

    KOP @ 4100 md Incl. Mx. 18.83 Despl. Max. 585.83 m,

    Az 345.40

    NUDGE: 220-770 M,INCL. MAX. 5,AZ: 345.40,Despl. Max. 34.87 M

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    MAY 4

    MAY 55

    MAY 4

    MAY 55

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    VIULU3 "7D:B7

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    MAY 6 Prof TIEMPO POR ETAPA A C T I V I D A D E S (m) Hrs/Act

    .Hrs.

    Acum.Das

    Acum.MOVIMIENTO

    1 Acopio de materiales 144.00 144.00 6.00PRIMERA ETAPA BARRENA DE 36", TR 30"

    2 Armar barrena de 36", herramienta y checar fondo marino 6.00 6.00 0.253 Perforar de FM a 200 m con agua de mar y baches lodo bentontico 200 20.00 26.00 1.084 Tiempo de conexiones 4.00 30.00 1.255 Circular y acondicionar pozo 8.00 38.00 1.586 Viaje corto 4.00 42.00 1.757 Colocar bache de lodo bentontico de 1.12 gr/cc 4.00 46.00 1.928 Sacar barrena de 36" a superficie. PERF 4.00 50.00 2.089 Preparativos para meter conductor de 30"(Junta de seguridad) 8.00 58.00 2.42

    10 Meter conductor de 30", 309.7 #/p, X-52, GP-X52 8.00 66.00 2.7511 Preparativos para cementar 4.00 70.00 2.9212 Cementar conductor de 30" 8.00 78.00 3.2513 Colocar anillo de cemento 8.00 86.00 3.5814 Cortar conductor. Afinar y soldar brida 29 1/2". 4.00 90.00 3.7515 Instalar diverter 29 1/2" (2M) 4.00 94.00 3.9216 Conectar linea de flote y campana 4.00 98.00 4.0817 Armar barrena 26" y herramienta y checar cima de cemento 6.00 104.00 4.3318 Preparar y acondicionar lodo. Rebajar cemento y accesorios TR 6.00 110.00 4.58

    PRIMERA ETAPA BARRENA DE 26", TR 20"19 Instalar equipo de registros y tomar giroscpico. Con barrena de 26",

    MWD perforar a 800 m; con lodo bentontico de 1.10 gr/cc; efectuandoNUDGE a 220-870 M, INCL. MAX. 5,AZ: 345.40, VS: 41.35 M, ajustandopropuesta direccional de acuerdo al registro giroscpico. En caso decolisin, perforar con sarta estabilizada y efectuar Jetting

    800 100.00 210.00 8.75

    20 Tiempo de conexiones 8.00 218.00 9.0821 Tiempo de circulacin 24.00 242.00 10.0822 Viaje corto 8.00 250.00 10.4223 Levantar Bna de 26" a superficie PERF 8.00 258.00 10.7524 Tomar Registros AIT-DR-CAL-GR 16.00 274.00 11.4225 Levantar barrena de 26" a superficie 12.00 286.00 11.9226 Preparativos para meter T.R. 20"(Junta de seguridad) 8.00 294.00 12.2527 Meter T.R. 20", 129.33 #/p, X-52, Drill Quip (800 m ) 27.00 321.00 13.3828 Instalar cabeza de cementar y circular 5.00 326.00 13.5829 Preparativos para cementar 50.00 376.00 15.6730 Bombear baches 4.00 380.00 15.8331 Cementar T.R. 20" 4.00 384.00 16.0032 Abrir ventana a conductor de 30" 8.00 392.00 16.3333 Cortar y recuperar tubo ancla de 20" 8.00 400.00 16.6734 Desconectar y eliminar diverter de 29 1/2" 8.00 408.00 17.0035 Efectuar corte definitivo a conductor de 30" 8.00 416.00 17.3336 Afinar corte definitivo a T.R. 20" 8.00 424.00 17.6737 Soldar cabezal 20 3/4" - (3M) y probar 10.00 434.00 18.0838 Instalar y probar C. S. C. 21 1/4" - 5M 8.00 442.00 18.42

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    39 Colocar anillo de cemento entre T.R. 30" y T.R. 20" 12.00 454.00 18.92

    40 Desc. estab. de 26" y meter bna. 18 1/2" a cima de cemto. 12.00 466.00 19.4241 Probar T. R. 8.00 474.00 19.7542 Rebajar cemento y accesorios efectuando pruebas 8.00 482.00 20.0843 lavar presas, efectar cambio de lodo 15.00 497.00 20.7144 Desplazar lodo bentontico por lodo de E.I. TR 15.00 512.00 21.33

    SEGUNDA ETAPA BARRENA DE 17 1/2" x 19 1/2", TR 16"45 Acondicionar lodo 1.47 gr/cc y con Bna de 17 1/2 x 19 1/2"" perforar a 820 m 10.00 522.00 21.7546 Sacar y armar barrena y sarta rotatoria navegable 6.00 528.00 22.0047 Circular emparejando columnas 12.00 540.00 22.5048 Con Bna. de 17 1/2"x 19 12/" y LWD , perforar de 820 a 2000 m con

    lodo E.I. entre 1.47-1.55 gr/cc manteniendo verticalidad del pozo2,000 110.00 650.00 27.08

    49 Un cambio de barrena 12.00 662.00 27.5850 Tiempo de conexiones 12.00 674.00 28.08

    51 Efectuar viaje corto 12.00 686.00 28.5852 Circular acondicionando lodo 8.00 694.00 28.9253 Levantar barrena de 17 1/2" x 19 12/" a superficie PERF 6.00 700.00 29.1754 Tomar Registros AIT-DR-CAL-GR 12.00 712.00 29.6755 Efectuar viaje de reconocimiento y ampliar agujero piloto a 19 1/2" 6.00 718.00 29.9256 Levantar barrena de 17 1/2" x19 1/2" a superficie 6.00 724.00 30.1757 Preparativos para meter T.R. 16" (Junta de seguridad) 6.00 730.00 30.4258 Meter T.R. 16", N-80, 109 #/p y 109 #/p, HD-521 a 2000 m 24.00 754.00 31.4259 Instalar cabeza de cementar y circular 6.00 760.00 31.6760 Preparativos para cementar T.R. de 16" 24.00 784.00 32.6761 Cementar T.R. 16" a 2000 md y esperar fraguado 20.00 804.00 33.5062 Aflojar tornilleria y levantar BOPs de 20 3/4" 8.00 812.00 33.8363 Sentar TR de 16" con cuas en cabezal de 20 3/4" (3M) 4.00 816.00 34.00

    64 Efectuar corte definitivo a T.R. de 16" 6.00 822.00 34.2565 Eliminar tubo ancla 6.00 828.00 34.5066 Sentar y eliminar BOP's de 20 3/4" (3M) 8.00 836.00 34.8367 Afinar corte a T. R. de 16" 6.00 842.00 35.0868 Instalar Brida Doble Sello 21 1/4"(5M) x 13 5/8" (10M) y probar 6.00 848.00 35.3369 Instalar cabezal 21 1/4"(5M) x 21 1/4"(5M) 12.00 860.00 35.8370 Probar cabezal por orificio e instalar Brida Adapter 21 1/4"(5M) x 13 5/8" (10M) 4.00 864.00 36.0071 Instalar BOPs. 13 5/8" (10M) 12.00 876.00 36.5072 Probar conjunto de BOPs 13 5/8" (10M) 12.00 888.00 37.0073 Desconectar herramienta estabilizadores 12.00 900.00 37.5074 Colocar buje de desgaste 4.00 904.00 37.6775 Tomar desviaciones 8.00 912.00 38.0076 Armar barrena 10 5/8 x 17 1/2" y meter a checar cima de cemento 12.00 924.00 38.50

    77 Circular y probar T. R. 4.00 928.00 38.6778 Rebajar cemento y accesorios efectuando pruebas. TR 16.00 944.00 39.33TERCERA ETAPA BARRENA PILOTO DE 14 1/2" x 17 1/2", TR 13 3/8"

    79 Perforar con 14 1/2" x 17 1/2" a 2200 m (20 m) 10.00 954.00 39.7580 Circular emparejando columnas 12.00 966.00 40.2581 Acondicionar densidad del lodo a 1.85 g/cc 10.00 976.00 40.6782 Levantar barrena a superficie 8.00 984.00 41.0083 Perforar con sarta rotatoria navegable de 2200 a 3200m, con lodo E.I

    1.85 - 1.90 gr/cc3,200 160.00 1144.00 47.67

    84 Prueba de conexiones superficiales 10.00 1154.00 48.0885 Viaje corto y circular 12.00 1166.00 48.58

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    86 Sacar barrena a superficie 18.00 1184.00 49.33

    87 Tomar Registros AIT-DR-CAL-GR 48.00 1232.00 51.3388 Circular acondicionando lodo con bna. piloto y ampliador 36.00 1268.00 52.8389 Dos deslizamientos y corte de cable 16.00 1284.00 53.5090 Prueba de C.S.C. 8.00 1292.00 53.8391 Preparativos para meter T. R. 13 3/8" (Jta. de seg.) 8.00 1300.00 54.1792 Meter TR de 13 3/8", 72 #/p , P-110 HD 521 Y 13 5/8 , 88.2 #/p TAC-140 HD-521 a

    3200m2.00 1302.00 54.25

    93 Instalar cabeza y circular 4.00 1306.00 54.4294 Efectuar preparativos para cementacin 8.00 1314.00 54.7595 Cementar T.R. de 13 3/8" y esperar fraguado 48.00 1362.00 56.7596 Aflojar tornillera y levantar preventores 8.00 1370.00 57.0897 Sentar TR de 13 3/8" con cuas en cabezal de 20 3/4" x 20 3/4" (3M) 8.00 1378.00 57.4298 Cortar T.R. 13 3/8" y eliminar tubo ancla 8.00 1386.00 57.75

    99 Instalar Brida Doble Sello 20 3/4"(3M) x 13 3/8"(3M) y probar 10.00 1396.00 58.17100 Afinar corte, Inst. cabezal 20 3/4" 3M x 13 5/8" 5M y B. Adapt. 13 5/8" 5M a 13 5/8"10M

    16.00 1412.00 58.83

    101 Probar cabezal por orificio 8.00 1420.00 59.17102 Instalar BOP's y c.s.c. de 13 5/8" 24.00 1444.00 60.17103 Probar BOP's y c.s.c. 24.00 1468.00 61.17104 Desconectar hta. estabilizadores 24.00 1492.00 62.17105 Colocar buje de desgaste 4.00 1496.00 62.33106 Armar y meter barrena 12 1/4" y checar cima de cemento 24.00 1520.00 63.33107 Circular y probar T.R. 14.00 1534.00 63.92108 Rebajar cemento y accesorios, acondicionar lodo TR 82.00 1616.00 67.33

    CUARTA ETAPA BARRENA PILOTO DE 12 1/4" Y AMPLIADOR DE 14 3/4", LINER 113/4"

    109 Perforar con 12 1/4" x 14 3/4" a 3220m (20 m) 20.00 1636.00 68.17110 Circular emparejando columnas 12.00 1648.00 68.67111 Perforar con bna. Piloto, ampliador de 12 1/4" a 14 3/4" y sarta

    navegable, ampliando y construyendo curva simultneamente, de 3220 a4619 md.con lodo E.I 1.95 - 2.00 gr/cc

    4,619 200.00 1848.00 77.00

    112 Circular emparejando columnas 10.00 1858.00 77.42113 Ajustar densidad al lodo 12.00 1870.00 77.92114 Circular 6.00 1876.00 78.17115 Levantar bna a superficie 18.00 1894.00 78.92116 Efectuar viaje para agregar LWD 20.00 1914.00 79.75117 Circular limpiando agujero y continuar perforando a 4619 md 48.00 1962.00 81.75118 Considerar deslizamientos y cortes de cable al malacate 14.00 1976.00 82.33119 Considerar prueba de Bop's. c/copa p/T. R. 13 3/8" 17.00 1993.00 83.04

    120 Viaje corto a zapata 12.00 2005.00 83.54121 Circular y acondicionar para R. E. 12.00 2017.00 84.04122 Sacar bna. a sup. PERF 24.00 2041.00 85.04123 Tomar Registros AIT-DR-CAL-GR 24.00 2065.00 86.04124 Meter barrena piloto de 8 1/2" y ampliador de 14 3/4" con sarta estabilizada 16.00 2081.00 86.71125 Circular acondicionando lodo y sacar bna. a superficie 24.00 2105.00 87.71126 Escariar TR de 13 3/8" 30.00 2135.00 88.96127 Preparativos para meter liner de 11 3/4" (Jta. de seg.) 16.00 2151.00 89.63128 Meter TR de 11 3/4", 65 #/P, TAC 140, VAM FJL a 4619m 24.00 2175.00 90.63129 Circular y preparativos para cementacin 24.00 2199.00 91.63130 Cementar liner de 11 3/4" y espera fraguado 48.00 2247.00 93.63131 Meter Bna de 10 5/8" reconocer BL, probar y sacar a superficie 30.00 2277.00 94.88

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    132 Con barrena de 10 5/8" rebajar cemento y accesorios, acondicionando lodo en

    densidad y salinidad. Sacar barrena a superficie.

    TR 52.00 2329.00 97.04

    QUINTA ETAPA BARRENA DE 8 1/2" x 12 1/4", LINER Y COMPLEMENTO 9 7/8"133 Con barrena de 8 1/2" rebajar cemento y accesorios + perforar +/- 20 m debajo de

    la zapata, acondicionando lodo en densidad y salinidad. Sacar barrena a superficie.5,041 30.00 2359.00 98.29

    134 Perforar con barrena piloto, ampliador de 8 1/2" a 12 1/4" y sartanavegable, manteniendo ngulo y ampliando simultneamente de 4639 a5041 md. con lodo E.I 1.95 - 2.00 gr/cc

    250.00 2609.00 108.71

    135 Cambio de bna y agregar LWD 24.00 2633.00 109.71136 viaje corto a zapata 12.00 2645.00 110.21137 Circular limpiando agujero 14.00 2659.00 110.79138 Viaje corto a zapata 24.00 2683.00 111.79139 circular y acondicionar para registros 6.00 2689.00 112.04140 Sacar bna. a sup. PERF 24.00 2713.00 113.04141 Tomar registros elctricos SDT-AIT-DR-CAL-GR, LDL-CNL-GR (4 corridas ) 24.00 2737.00 114.04142 Meter barrena 12 1/4" para reconocimiento 12.00 2749.00 114.54143 Circular acondicionando lodo 6.00 2755.00 114.79144 Sacar barrena 8 1/2 x 12 1/4" a superficie 24.00 2779.00 115.79145 Preparativos para meter liner de 9 7/8" (Jta. de seg.) 12.00 2791.00 116.29146 Meter Liner de 9 7/8", 62.8 #/P, TAC140 , VAM SLIJII a 5041 m 24.00 2815.00 117.29147 Circular y preparativos para cementacin 12.00 2827.00 117.79148 Cementar liner de 9 7/8" y espera fraguado 36.00 2863.00 119.29149 Meter Bna de 10 5/8" reconocer BL, probar y sacar a superficie 24.00 2887.00 120.29150 Meter rima para TR 9 5/8" y Wathermelon 10 1/4" y rimar BL 9 7/8" 10.00 2897.00 120.71151 Preparativos para correr Tie Back con complemento 9 7/8" 24.00 2921.00 121.71152 Meter complemento de 9 7/8" 62.8 #P y TRC 110, VAM SLIJII (2900m) 32.00 2953.00 123.04153 Cementar complemento 9 7/8" y Esperar fraguado 36.00 2989.00 124.54154 Aflojar tornillera y levantar preventores de 13 5/8" (10M) 12.00 3001.00 125.04155 Sentar TR de 9 7/8" con cuas en cabezal de 20 3/4" x 13 5/8" (10M) 8.00 3009.00 125.38156 Cortar T.R. 9 7/8" y eliminar tubo ancla 8.00 3017.00 125.71157 Afinar corte e instalar brida adapter 13 3/8"(5M) x 13 5/8" (10M) 12.00 3029.00 126.21158 Instalar cabezal de produccin 13 5/8" (10M) x 11"(15M)+ probar 18.00 3047.00 126.96159 Instalar brida adapter 11"x 13 5/8". Instalar BOP's y c.s.c. de 13 5/8" 18.00 3065.00 127.71160 Probar BOP's 13 5/8" (10M) y c.s.c. 25.00 3090.00 128.75161 Instalar cabeza rotatoria 48.00 3138.00 130.75162 Quebrar herramienta de 8" y armar herramienta de 6 3/4" 37.00 3175.00 132.29163 Armar y meter barrena 8 1/2" y checar cima de cemento 48.00 3223.00 134.29164 Circular y probar T.R. 24.00 3247.00 135.29165 Rebajar cemento y accesorios efectuando pruebas 100.00 3347.00 139.46

    SEXTA ETAPA BARRENA DE 8 1/2", LINER 7 5/8 "166 Perforar 5041 a 5620 md con Bna de 8 1/2" estabilizada lodo E.I 0.94-0.97 g/cc

    5,620 377.00 3724.00 155.17

    167 Cortar 1 ncleo 140.00 3864.00 161.00168 Cambio de berrenas y tiempo de conexiones (+- 6) 150.00 4014.00 167.25169 Tiempo de circulacin 12.00 4026.00 167.75170 Circular limpiando agujero 24.00 4050.00 168.75171 Viaje corto a zapata 24.00 4074.00 169.75172 Circular y acondicionar para registros 10.00 4084.00 170.17173 Sacar barrena 8 1/2" a superficie PERF 24.00 4108.00 171.17174 Tomar registros elctricos en Cretcico 48.00 4156.00 173.17175 Meter barrena 8 1/2" a fondo 36.00 4192.00 174.67

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    176 Circular acondicionando lodo 40.00 4232.00 176.33

    177 Sacar barrena 8 1/2" a superficie 36.00 4268.00 177.83178 Preparativos para meter liner de 7 5/8" (Junta de seguridad) 24.00 4292.00 178.83179 Meter Liner de 7 5/8, 39 #/p, TAC-140, HD-SLX a 5723m 42.00 4334.00 180.58180 Circular, anclar y preparativos para cementar 34.00 4368.00 182.00

    Cementar Liner de 7 5/8" y esperar fraguado 48.00 4416.00 184.00181 Sacar soltador a superficie 30.00 4446.00 185.25182 Con probador de copas de 9 5/8" probar C.S.C. 13 5/8" (10 M) 44.00 4490.00 187.08183 Meter bna. 81/2" 32.00 4522.00 188.42184 Rebajar cemento,circular y probar B. L. 32.00 4554.00 189.75185 Sacar bna. a superficie quebrando hta. 6 1/2" 32.00 4586.00 191.08186 Escariar TR de 9 7/8" 28.00 4614.00 192.25187 Meter RTTS y efectuar prueba de alijo a bl de 7 5/8" 36.00 4650.00 193.75

    Tomar registro CBL a liner 7 5/8" 29.00 4679.00 194.96

    188 Meter barrena, rebajar cemento y accesorios TR 60.00 4739.00 197.46SEPTIMA ETAPA BARRENA DE 6 1/2", LINER 5"189 Perforar de 5620 m a 5944 md con lodo E.I. de 0.72 - 0.74 g/cc 5,944 518.00 5257.00 219.04190 Cortar 1 ncleo 180.00 5437.00 226.54191 Dos cambios de barrena 48.00 5485.00 228.54192 circular 10.00 5495.00 228.96193 Viaje corto 24.00 5519.00 229.96194 sacar bna a superficie 24.00 5543.00 230.96195 meter bna. a fondo y rimar agujero 36.00 5579.00 232.46196 Circular y acondicionar para registros 8.00 5587.00 232.79197 Sacar barrena a superficie PERF 24.00 5611.00 233.79198 Tomar registros elctricos en Jursico 60.00 5671.00 236.29199 Meter barrena 6 1/2"" a fondo 24.00 5695.00 237.29

    200 Circular acondicionando lodo 48.00 5743.00 239.29201 Sacar barrena 6 1/2" a superficie 24.00 5767.00 240.29202 Preparativos para meter liner de 5" (Junta de seguridad) 48.00 5815.00 242.29203 Meter Liner de 5", 18#/p, P-110, VAM SLIJII a 6100 m 36.00 5851.00 243.79204 Sacar soltador a superficie 24.00 5875.00 244.79205 Con probador de copas de 9 7/8" probar C.S.C. 13 5/8" (10 M) 24.00 5899.00 245.79206 Meter bna. 5 7/8" a checar cima 48.00 5947.00 247.79207 Rebajar cemento, circular y probar B. L. 36.00 5983.00 249.29208 Sacar bna. a superficie quebrando hta. 5" 48.00 6031.00 251.29

    209 Rebaja cemento y reconoce P. I. 28.00 6059.00 252.46210 Circular y pbar T.R. 34.00 6093.00 253.88211 Rebajar cemento y accesorios, circular y probar zapata 96.00 6189.00 257.88212 Sacar barrena a superficie, meter barrena de 4 1/2" y checar fondo TR 75.00 6264.00 261.00

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  • 7/22/2019 Cementacionprog Perf May 6

    134/153

    ,.3. 1/089 ,1, %:;: 1?@:>?

    ()C134!%$C 153

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  • 7/22/2019 Cementacionprog Perf May 6

    135/153

    ,.3. 1/089 ,1, %:;: 1?@:>?

    ()C135!%$C 153

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  • 7/22/2019 Cementacionprog Perf May 6

    136/153

    ,.3. 1/089 ,1, %:;: 1?@:>?

    ()C136!%$C 153

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