Rotura de Probetas 12.03.14

MASTER DE CONTROL DE ROTURA DE PROBETAS

F'cDiámetro del cilindro (cm) : 15.00

Cliente : UM MILPO - CERRO LINDO 177.00

DETALLES ROTURA 1 ROTURA 2

Estructura Fecha % Fecha %

M-1

M1-001

51/2" 1" - 02/11/13

09/11/13 7 0.00 0.00%

M1-002 09/11/13 7 0.00 0.00%

M1-003 30/11/13 28 0.00 0.00%

M1-004 30/11/13 28 0.00 0.00%

M-2

M1-005

61/2" 1" - 04/11/13

11/11/13 7 0.00 0.00%

M1-006 11/11/13 7 0.00 0.00%

M1-007 02/12/13 28 0.00 0.00%

M1-008 02/12/13 28 0.00 0.00%

M-3

MPM-001

4" 1" - 07/11/13

14/11/13 7 0.00 0.00%

MPM-002 14/11/13 7 0.00 0.00%

MPM-003 05/12/13 28 0.00 0.00%

MPM-004 05/12/13 28 0.00 0.00%

M-4

M1-009

61/2" 1" 10/11/13

17/11/13 7 0.00 0.00%

M1-010 17/11/13 7 0.00 0.00%

M1-011 08/12/13 28 0.00 0.00%

M1-012 08/12/13 28 0.00 0.00%

M-5

MPM-005

7" 1" 10/11/13

17/11/13 7 0.00 0.00%MPM-006 17/11/13 7 0.00 0.00%MPM-007 08/12/13 28 0.00 0.00%MPM-008 08/12/13 28 0.00 0.00%

M-6

MPM-009

41/2" 1" 14/11/13

21/11/13 7 0.00 0.00%

MPM-010 21/11/13 7 0.00 0.00%

MPM-011

MPM-012

MPM-013 12/12/13 28 0.00 0.00%

MPM-014 12/12/13 28 0.00 0.00%

M-7

MS-001

7" 1" SOLADADO 14/11/13

21/11/13 7 0.00 0.00%

MS-002 21/11/13 7 0.00 0.00%

MS-003 12/12/13 28 0.00 0.00%

M-8

MPM-015

5" 1" 15/11/13

22/11/13 7 0.00 0.00%

MPM-016 22/11/13 7 0.00 0.00%

MPM-017 22/11/13 7 0.00 0.00%

MPM-018 13/12/13 28 0.00 0.00%

MPM-019 13/12/13 28 0.00 0.00%

Proyecto :Construcción, Suministro, Fabricación y Montaje de Nuevos Campamentos - UM Cerro Lindo 280 kg/cm2

Área del cilindro (cm2) :

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)

Agreg. Grueso y Fino

Aditivo (kg/m3)

Fecha elaboración

Edad (días)

Lectura Dial (kg)

Resistencia (kg/cm2)

Edad (días)

Lectura Dial (kg)


Zapatas en Modulo

Operarios - M1

Zapatas en Modulo

Operarios - M1

Zapata corrida- Muro de

Contencion - Posta Medica

Zapatas en Modulo

Operarios - M1

Pantalla y Pedastales-

Muro de Contencion - Posta Medica

Zapatas en Modulo Posta Medica Eje 4 y Eje 5(4 und)

Zapatas en Modulo Posta Medica 03und Z1, 02und Z2 y

03 und Z3

M-8

MPM-020

5" 1" 15/11/13

13/12/13 28 0.00 0.00%

M-9

M1-013

6" 1" 15/11/13

22/11/13 7 0.00 0.00%

M1-014 22/11/13 7 0.00 0.00%

M1-015 22/11/13 7 0.00 0.00%

M1-016 7 13/12/13 28 0.00 0.00%

M1-017 13/12/13 28 0.00 0.00%

M1-018 13/12/13 28 0.00 0.00%

Zapatas en Modulo Posta Medica 03und Z1, 02und Z2 y

03 und Z3

Zapatas en Modulo

Operarios - M1

M-10

MPM-021 06/01/00 7 0.00 0.00%

MPM-022 06/01/00 7 0.00 0.00%

MPM-023 06/01/00 7 0.00 0.00%

MPM-024 06/01/00 7 0.00 0.00%

MPM-025 06/01/00 7 0.00 0.00%

MPM-026 06/01/00 7 0.00 0.00%

MPM-027 06/01/00 7 0.00 0.00%

MPM-028 13/12/13 28 0.00 0.00%

MPM-029 27/01/00 28 0.00 0.00%

MPM-030 27/01/00 28 0.00 0.00%

MPM-031 27/01/00 0.00 0.00%

MPM-032 27/01/00

MPM-033 27/01/00 28

MPM-034 27/01/00 28 0.00 0.00%

MPM-035 27/01/00 28 0.00 0.00%

M-11

P-041 06/01/00 7 0.00 0.00%

P-042 06/01/00 7 0.00 0.00%

P-043 27/01/00 28 0.00 0.00%

P-044 27/01/00 28 0.00 0.00%

M-12

P-045 06/01/00 7 0.00 0.00%

P-046 06/01/00 7 0.00 0.00%

P-047 27/01/00 28 0.00 0.00%

P-048 27/01/00 28 0.00 0.00%

M-13

P-049 06/01/00 7 0.00 0.00%

P-050 06/01/00 7 0.00 0.00%

P-051 27/01/00 28 0.00 0.00%

P-052 27/01/00 28 0.00 0.00%

M-14

P-053 06/01/00 7 0.00 0.00%

P-054 06/01/00 7 0.00 0.00%

P-055 27/01/00 28 0.00 0.00%

P-056 27/01/00 28 0.00 0.00%

M-15

P-057 06/01/00 7 0.00 0.00%

P-058 06/01/00 7 0.00 0.00%

P-059 27/01/00 28 0.00 0.00%

P-060 27/01/00 28 0.00 0.00%

M-16

P-061 7 0.00 0.00%

P-062 7 0.00 0.00%

P-063 27/01/00 28 0.00 0.00%

P-064 27/01/00 28 0.00 0.00%

M-17

P-065 7 0.00 0.00%

P-066 7 0.00 0.00%

P-067 27/01/00 28 0.00 0.00%

M-17

P-068 27/01/00 28 0.00 0.00%

M-18

P-069 7 0.00 0.00%

P-070 7 0.00 0.00%

P-071 27/01/00 28 0.00 0.00%

P-072 27/01/00 28 0.00 0.00%

M-19

P-073 7 0.00 0.00%

P-074 7 0.00 0.00%

P-075 27/01/00 28 0.00 0.00%

P-076 27/01/00 28 0.00 0.00%

M-20

P-077 7 0.00 0.00%

P-078 7 0.00 0.00%

P-079 27/01/00 28 0.00 0.00%

P-080 27/01/00 28 0.00 0.00%

M-21

P-081 7 0.00 0.00%

P-082 7 0.00 0.00%

P-083 27/01/00 28 0.00 0.00%

P-084 27/01/00 28 0.00 0.00%

M-22

P-085 7 0.00 0.00%

P-086 7 0.00 0.00%

P-087 27/01/00 28 0.00 0.00%

P-088 27/01/00 28 0.00 0.00%

M-23

P-089 7 0.00 0.00%

P-090 7 0.00 0.00%

P-091 27/01/00 28 0.00 0.00%

P-092 27/01/00 28 0.00 0.00%

M-24

P-093 7 0.00 0.00%

P-094 7 0.00 0.00%

P-095 27/01/00 28 0.00 0.00%

P-096 27/01/00 28 0.00 0.00%

M-25

P-097 7 0.00 0.00%

P-098 7 0.00 0.00%

P-099 27/01/00 28 0.00 0.00%

P-100 27/01/00 28 0.00 0.00%

M-26

P-101 7 0.00 0.00%

P-102 7 0.00 0.00%

P-103 27/01/00 28 0.00 0.00%

P-104 27/01/00 28 0.00 0.00%

M-27

P-105 7 0.00 0.00%

P-106 7 0.00 0.00%

P-107 27/01/00 28 0.00 0.00%

P-108 27/01/00 28 0.00 0.00%

M-28

P-109 7 0.00 0.00%

P-110 7 0.00 0.00%

P-111 27/01/00 28 0.00 0.00%

P-112 27/01/00 28 0.00 0.00%

M-29

P-113 7 0.00 0.00%

P-114 7 0.00 0.00%

P-115 27/01/00 28 0.00 0.00%

P-116 27/01/00 28 0.00 0.00%

M-30

P-117 7 0.00 0.00%

P-118 7 0.00 0.00%

P-119 31/08/12 28 0.00 0.00%

P-120 31/08/12 28 0.00 0.00%

409.18 kg/cm2

Cliente : UM MILPO - CERRO LINDO F'c F'c (Promedio)

DETALLES ROTURAS

Estructura Fecha %

M-1

M1-001

51/2" 1" - 02/11/13

09/11/13 7 306.00 109%

M1-002 09/11/13 7 335.00 120%

M1-003 30/11/13 28 458.52 164%

M1-004 30/11/13 28 481.92 172%

M-2

M1-005

61/2" 1" - 04/11/13

11/11/13 7 369.00 132%

M1-006 11/11/13 7 322.00 115%

M1-007 02/12/13 28 416.17 149%

M1-008 02/12/13 28 442.21 158%

M-3

M1-009

61/2" 1" 10/11/13

17/11/13 14 392.00 140%

M1-010 17/11/13 14 453.00 162%

M1-011 08/12/13 28 453.29 162%

M1-012 08/12/13 28 365.09 130%

M-4

M1-013

6" 1" 15/11/13

13/12/13 28 429.81 154%

M1-014 13/12/13 28 341.37 122%

M1-015 13/12/13 28 383.48 137%

M1-016 22/11/13 7 314.27 112%

M1-017 22/11/13 7 381.00 136%

M1-018 22/11/13 7 325.94 116%

M-5

M1-019

6 1/2" 1" 18/11/13

25/11/13 9 376.00 134%

M1-020 25/11/13 9 361.00 129%

M1-021 16/12/13 28 482.64 172%

M1-022 16/12/13 28 492.08 176%

M-6

M1-023

6 1/2" 1" 19/11/13

26/11/13 9 266.00 95%

M1-024 28/11/13 9 336.00 120%

M1-025 28/11/13 9 236.00 84%

M1-026 17/12/13 28 487.39 174%

M1-027 17/12/13 28 468.86 167%

M1-028 17/12/13 28 496.65 177%

M-7

M1-029

5 1/2" 1" 21/11/13

28/11/13 7 317.00 113%

M1-030 28/11/13 7 365.00 130%

M1-031 19/12/13 28 481.24 172%

M1-032 19/12/13 28 493.35 176%

M-8

M1-033

5 1/2" 1" 22/11/13

03/12/13 11 338.50 121%

M1-034 03/12/13 11 283.33 101%

M1-035 20/12/13 28 420.25 150%

M1-036 20/12/13 28 433.15 155%

M-9

M1-037

1" 23/11/13

11/12/13 18 354.91 127%

M1-038 11/12/13 18 355.81 127%

M1-039 21/12/13 28 502.33 179%

M1-040 21/12/13 28 465.56 166%

M-10

M1-041

1" 24/11/13

03/12/13 9 391.18 140%

M1-042 03/12/13 9 357.25 128%

M1-043 22/12/13 28 421.64 151%

M1-044 22/12/13 28 421.64 151%

M-11

M1-045

7" 1" 26/11/13

03/12/13 7 345.14 123%

M1-046 03/12/13 7 347.63 124%

M1-047 03/12/13 7 342.74 122%

M1-048 10/12/13 14 412.31 147%

M1-049 10/12/13 14 387.93 139%

M1-050 10/12/13 14 382.28 137%


Proyecto :Construcción, Suministro, Fabricación y Montaje de Nuevos Campamentos - UM Cerro Lindo

MODULO OPERARIOS - NAVE

1

280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


Zapatas en Modulo

Operarios - M1

Zapatas en Modulo

Operarios - M1

Zapatas en Modulo

Operarios - M1

Zapatas en Modulo

Operarios - M1

Zapatas en Modulo

Operarios - M1

Pedestales y Viga de

conexión


conexión


conexión

Pedestales P2 y Viga en Escaleras

409.18 kg/cm2





1

280 kg/cm2

M-11

M1-051

7" 1" 26/11/13

24/12/13 28 456.13 163%

M1-052 24/12/13 28 466.68 167%


409.18 kg/cm2





1

280 kg/cm2

M-11

M1-053

7" 1" 26/11/13

24/12/13 28 451.14 161%

M-12

M1-054

7" 1" 30/12/13

06/01/14 7 176.87 63%

M1-055 06/01/14 7 202.06 72%

M1-056 13/01/14 14 231.04 83%M1-057 13/01/14 14 320.73 115%M1-058 27/01/14 28 404.91 145%

M1-059 27/01/14 28 399.50 143%

M-13

M1-060

7" 1" 02/01/14

09/01/14 7 249.87 89%M1-061 09/01/14 7 252.67 90%M1-062 16/01/14 14 295.60 106%M1-063 16/01/14 14 311.60 111%M1-064 30/01/14 28 352.665 126%M1-065 30/01/14 28 369.422 132%

M-14

M1-066

7" 1" losa baño 03/02/14

10/02/14 7 258.94 92%M1-067 10/02/14 7 281.04 100%M1-068 17/02/14 14 308.07 110%M1-069 17/02/14 14 300.57 107%M1-070 03/03/14 28 0%M1-071 03/03/14 28 0%

M-15

M1-072

6.5" 1" 04/02/14

11/02/14 7 256.07 91%M1-073 11/02/14 7 251.31 90%M1-074 18/02/14 14 303.62 108%M1-075 18/02/14 14 315.30 113%M1-076 04/03/14 28 0%M1-077 04/03/14 28 0%

M-16

M1-078

6" 1" 05/02/14

12/02/14 7 218.64 78%M1-079 12/02/14 7 304.68 109%M1-080 19/02/14 14 374.98 134%M1-081 19/02/14 14 384.20 137%M1-082 05/03/14 28 0%M1-083 05/03/14 28 0%

M-17

M1-084

7" 1" 14/02/14

21/02/14 7 324.355 116%M1-085 28/02/14 14 390.531 139%M1-086 14/03/14 28 0%M1-087 14/03/14 28 0%

M-18

M1-088

7" 1" 16/02/14

23/02/14 7 287.10 103%M1-089 23/02/14 7 305.65 109%M1-090 02/03/14 14 301.44 108%M1-091 02/03/14 14 318.93 114%M1-092 16/03/14 28 0%M1-093 16/03/14 28 0%

M-19M1-094

7" 1" 18/02/1425/02/14 7 0%

M1-095 25/02/14 7 0%

M-20

M1-096

7" 1" 19/02/14

26/02/14 7 223.27 80%M1-097 26/02/14 7 209.59 75%M1-098 05/03/14 14 0%M1-099 05/03/14 14 0%M1-100 19/03/14 28 0%M1-101 19/03/14 28 0%

M-21M1-102

7" 1" 21/02/1428/02/14 7 324.09 116%

M1-103 21/03/14 28 0%

M-22

M1-104

7" 1" 22/02/14

01/03/14 7 301.20 108%M1-105 01/03/14 7 291.64 104%M1-106 08/03/14 14 0%M1-107 08/03/14 14 0%M1-108 22/03/14 28 0%M1-109 22/03/14 28 0%


Losa primer piso lado sur

Losa primer piso lado norte

vereda 1° tramo lado sur

vereda 2° tramo lado sur

vereda 1° tramo lado

este


este


este

vereda de concreto

armado lado norte

vereda de concreto simple

lado oeste 1°

vereda de concreto

simple lado oeste 2°

402.42 kg/cm2


DETALLES ROTURAS

Estructura Fecha %

M-1

MPM-001

4" 1" - 07/11/13

14/11/13 7 382.00 136%

MPM-002 14/11/13 14 405.00 145%

MPM-003 05/12/13 28 455.60 163%

MPM-004 05/12/13 28 521.51 186%

M-2

MPM-005

7" 1" 10/11/13

24/11/13 14 357.00 127%

MPM-006 24/11/13 14 348.00 124%

MPM-007 08/12/13 28 448.40 160%

MPM-008 08/12/13 28 410.39 147%

M-3

MPM-009

41/2" 1" 14/11/13

28/11/13 14 381.00 136%

MPM-010 28/11/13 14 371.00 133%

MPM-011 12/12/13 28 467.74 167%

MPM-012 12/12/13 28 267.77 96%

MPM-013 12/12/13 28 440.49 157%

M-4

MPM-014

5" 1" 15/11/13

29/11/13 14 368.00 131%

MPM-015 29/11/13 14 330.00 118%

MPM-016 29/11/13 14 363.00 130%

MPM-017 13/12/13 28 400.33 143%

MPM-018 13/12/13 28 350.04 125%

MPM-019 13/12/13 28 397.85 142%

M-5

MPM-020

1" 17/11/13

24/11/13 7 281.00 100%

MPM-021 24/11/13 7 274.00 98%

MPM-022 01/12/13 14 307.00 109.64%

MPM-023 01/12/13 14 322.00 115.00%

MPM-024 01/12/13 14 335.00 119.64%

MPM-025 15/12/13 28 452.91 161.75%

MPM-026 15/12/13 28 503.13 179.69%

MPM-027 03/12/13 7 478.37 170.85%

MPM-028 15/12/13 28 471.80 168.50%

MPM-029 15/12/13 28 368.64 131.66%

MPM-030 15/12/13 28 497.52 177.69%

MPM-031 15/12/13 28 483.77 172.77%

MPM-032 15/12/13 28 523.73 187.05%

MPM-033 15/12/13 28 497.17 177.56%

MPM-034 15/12/13 28 510.70 182.39%


Proyecto :Construcción, Suministro, Fabricación y Montaje de Nuevos Campamentos - UM Cerro Lindo MODULO POSTA

MEDICA CENTRAL280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


Zapata corrida- Muro de

Contencion - Posta Medica

Pantalla y Pedastales- Muro de Contencion - Posta Medica

Zapatas en Modulo Posta

Medica Eje 4 y Eje 5(4 und)

Zapatas en Modulo Posta

Medica 03und Z1, 02und Z2 y 03

und Z3

Vigas y Pedestales en Modulo Posta

Medica

372.38 kg/cm2


ROTURAS

Estructura Fecha %

M-14

M2-081

6" 1" 30/01/14

06/02/14 7 281.94 101%M2-082 06/02/14 7 299.28 107%M2-079 13/02/14 14 356.37 127%M2-080 13/02/14 14 322.29 115%M2-083 27/02/14 28 361.13 129%M2-084 27/02/14 28 424.44 152%

M-15

M2-085

7" 1" 02/02/14

09/02/14 7 337.55 121%M2-086 09/02/14 7 322.83 115%M2-087 16/02/14 14 358.67 128%M2-088 16/02/14 14 313.49 112%M2-089 02/03/14 28 347.09 124%M2-090 02/03/14 28 370.98 132%

M-16

M2-091

7" 1" 03/02/14

10/02/14 7 301.55 108%M2-092 10/02/14 7 292.94 105%M2-093 17/02/14 14 362.41 129%M2-094 17/02/14 14 380.43 136%M2-095 03/03/14 28 0%M2-096 03/03/14 28 0%

M-17

M2-097

6" 1" 17/02/14

24/02/14 7 0%M2-098 24/02/14 7 0%M2-099 03/03/14 14 0%M2-100 03/03/14 14 0%M2-101 17/03/14 28 0%M2-102 17/03/14 28 0%

M-18

M2-103

6" 1" 19/02/14

26/02/14 7 253.78 91%M2-104 26/02/14 7 261.23 93%M2-105 05/03/14 14 0%M2-106 05/03/14 14 0%M2-107 19/03/14 28 0%M2-108 19/03/14 28 0%

M-19

M2-109

6" 1" 21/02/14

28/02/14 7 309.55 111%M2-110 28/02/14 7 303.95 109%M2-111 07/03/14 14 0%M2-112 07/03/14 14 0%M2-113 21/03/14 28 0%M2-114 21/03/14 28 0%

M-20

M2-115

7" 1" 23/02/14

02/03/14 7 521.27 186%M2-116 02/03/14 7 521.21 186%M2-117 09/03/14 14 0%M2-118 09/03/14 14 0%

M-21

M2-119

6" 1" 26/02/14

05/03/14 7 0%M2-120 05/03/14 7 0%M2-121 12/03/14 14 0%M2-122 12/03/14 14 0%M2-123 26/03/14 28 0%M2-124 26/03/14 28 0%

M-22

M2-125

6" 1" 28/02/14

07/03/14 7 0%M2-126 07/03/14 7 0%M2-127 14/03/14 14 0%M2-128 14/03/14 14 0%M2-129 28/03/14 28 0%M2-130 28/03/14 28 0%




2

280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


losa de concreto

armado lado sur

losa de concreto

armado tercer piso

losa de concreto armado

segundo piso

losa de concreto

armado tercer piso norte


segundo piso norte


segundo piso baño

losa de concreto

armado tercer piso baño

vereda de concreto simple

Losa de concreto

armado Piso 1- Baños

327.80 kg/cm2


DETALLES ROTURA 1

Estructura Fecha %

M-1M1-001

1" Solado - 04/12/1301/01/14 28 110.61 40%

M1-002 01/01/14 28 112.02 40%

M-2

MAO-003

6" 1" 05/12/13

12/12/13 7 152.07 54%

MAO-004 12/12/13 7 287.24 103%

MAO-005 19/12/13 14 321.926 115%

MAO-006 19/12/13 14 316.323 113%

MAO-007 02/01/14 28 343.14 123%

MAO-008 02/01/14 28 432.61 155%

M-3

MAO-009

6" 1" 06/12/13

13/12/13 7 241.54 86%

MAO-010 13/12/13 7 131.72 47%

MAO-011 20/12/13 14 355.05 127%

MAO-012 20/12/13 14 397.67 142%

MAO-013 03/01/14 28 458.98 164%

MAO-014 03/01/14 28 452.55 162%

M-4

MAO-015

6" 1" 07/12/13

14/12/13 7 189.27 68%

MAO-016 14/12/13 7 171.37 61%

MAO-017 21/12/13 14 295.91 106%

MAO-018 21/12/13 14 291.83 104%

MAO-019 04/01/14 28 264.72 95%

MAO-020 04/01/14 28 199.71 71%

M-5

MAO-021

6" 1" 11/12/13

18/12/13 7 227.68 81%

MAO-022 18/12/13 7 229.45 82%

MAO-023 25/12/13 14 206.77 74%

MAO-024 25/12/13 14 253.03 90%

MAO-025 08/01/14 28 328.38 117%

MAO-026 08/01/14 28 287.31 103%

M-6

MAO-027

6" 1" 15/12/13

22/12/13 7 274.73 98%

MAO-028 22/12/13 7 262.38 94%

MAO-029 29/12/13 14 284.60 102%

MAO-030 29/12/13 14 316.98 113%

MAO-031 12/01/14 28 383.26 137%

MAO-032 12/01/14 28 422.87 151%

M-6

MAO-033

6" 1" 20/12/13

27/12/13 7 312.49 112%

MAO-034 27/12/13 7 341.18 122%

MAO-035 03/01/14 14 330.18 118%

MAO-036 03/01/14 14 327.45 117%

MAO-037 17/01/14 28 412.67 147%

MAO-038 17/01/14 28 380.20 136%

M-7

MAO-039

6" 1" Zapata 28/12/13

04/01/14 7 336.43 120%

MAO-040 04/01/14 7 355.63 127%

MAO-041 11/01/14 14 339.10 121%

MAO-042 11/01/14 14 320.59 114%

MAO-043 25/01/14 28 389.19 139%


Proyecto :Construcción, Suministro, Fabricación y Montaje de Nuevos Campamentos - UM Cerro Lindo MODULO ALMACEN

Y OFICINAS

280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


Zapata - Muro de contencion

(1/3)


(2/3)


(3/3)

Pantalla - Muro de Contencion

(1/3)


(2/3)


(3/3)

M-7

MAO-044

6" 1" Zapata 28/12/13

25/01/14 28 406.68 145%

M-8

MAO-045

6" 1" Zapata 29/12/13

05/01/14 7 369.32 132%

MAO-046 05/01/14 7 366.63 131%

MAO-047 12/01/14 14 379.70 136%

MAO-048 12/01/14 14 399.28 143%

MAO-049 26/01/14 28 443.22 158%

MAO-050 26/01/14 28 431.41 154%

M-9

MAO-051

6" 1" Zapata 31/12/13

07/01/14 7 384.79 137%MAO-052 07/01/14 7 378.01 135%MAO-053 14/01/14 14 373.59 133%MAO-054 14/01/14 14 365.62 131%MAO-055 28/01/14 28 433.53 155%MAO-056 28/01/14 28 458.47 164%

M-10

MAO-057

6" 1" Zapata 06/01/14

13/01/14 7 264.41 94%

MAO-058 13/01/14 7 293.40 105%

MAO-059 20/01/14 14 352.50 126%

MAO-060 20/01/14 14 363.26 130%

MAO-061 03/02/14 28 333.11 119%

MAO-062 03/02/14 28 374.27 134%

M-11

MAO-063

6" 1" 08/01/14

15/01/14 7 291.66 104%

MAO-064 15/01/14 7 314.80 112%

MAO-065 22/01/14 14 357.26 128%

MAO-066 22/01/14 14 366.42 131%

MAO-067 05/02/14 28 444.70 159%

MAO-068 05/02/14 28 445.72 159%

M-12

MAO-069

6" 1" 10/01/14


M-13

MAO-075

6" 1" vereda 12/01/14


M-14

MAO-081

6" 1" 15/01/14


M-15

MAO-087

6" 1" Vereda 16/01/14

23/01/14 7 313.09 112%MAO-088 23/01/14 7 305.19 109%MAO-089 30/01/14 14 0%MAO-090 30/01/14 14 0%MAO-091 13/02/14 28 0%MAO-092 13/02/14 28 0%

M-16MAO-093

6" 1" 23/01/1430/01/14 7 380.90 136%

MAO-094 20/02/14 28 491.83 176%

M-17

MAO-095

6" 1" zapata 25/01/14


M-18MAO-101

6" 1" Pedestal 25/01/1401/02/14 7 399.68 143%

MAO-102 22/02/14 28 487.27 174%

M-19

MAO-103

6" 1" 17/02/14

24/02/14 7 0%MAO-104 24/02/14 7 0%MAO-105 03/03/14 14 0%MAO-106 03/03/14 14 0%MAO-107 17/03/14 28 0%MAO-108 17/03/14 28 0%

M-20

MAO-109

6" 1" 18/02/14

25/02/14 7 0%MAO-110 25/02/14 7 0%MAO-111 04/03/14 14 0%MAO-112 04/03/14 14 0%MAO-113 18/03/14 28 0%MAO-114 18/03/14 28 0%

Veredas de protecion 1°

tramo

Vigas y pedestales

Vigas y pedestales

Vigas y pedestales

Losa de concreto

armado 1° tramo

Losa de concreto

armado 2° tramo

397.21 kg/cm2


DETALLES ROTURA 1

Estructura Fecha %

M-1

M3-001

6" 1" Zapatas 13/12/13

20/12/13 7 294.69 105%

M3-002 20/12/13 7 354.87 127%

M3-003 27/12/13 14 341.52 122%

M3-004 27/12/13 14 397.61 142%

M3-005 10/01/14 28 376.93 135%

M3-006 10/01/14 28 383.40 137%

M-2

M3-007

6" 1" Zapatas 14/12/13

21/12/13 7 327.86 117%

M3-008 21/12/13 7 292.75 105%

M3-009 28/12/13 14 362.95 130%

M3-010 28/12/13 14 382.20 136%

M3-011 11/01/14 28 326.66 117%

M3-012 11/01/14 28 412.82 147%

M-3

M3-013

6" 1" Zapatas 18/12/13

25/12/13 7 271.55 97%

M3-014 25/12/13 7 366.02 131%

M3-015 01/01/14 14 423.11 151%

M3-016 01/01/14 14 396.91 142%

M3-017 15/01/14 28 497.78 178%

M3-018 15/01/14 28 443.29 158%

M-4

M3-019

6" 1" 20/12/13

27/12/13 7 279.07 100%

M3-020 27/12/13 7 295.91 106%

M3-021 03/01/14 14 380.56 136%

M3-022 03/01/14 14 427.36 153%

M3-023 17/01/14 28 448.58 160%

M3-024 17/01/14 28 426.21 152%

M-5

M3-025

6" 1" 21/12/13

28/12/13 7 344.60 123%

M3-026 28/12/13 7 396.35 142%

M3-027 04/01/14 14 400.46 143%

M3-028 04/01/14 14 403.10 144%

M3-029 18/01/14 28 452.45 162%

M3-030 18/01/14 28 419.67 150%

M-6

M3-031

6" 1" 12/21/2013

28/12/13 7 341.42 122%

M3-032 28/12/13 7 268.69 96%

M3-033 04/01/14 14 373.70 133%

M3-034 04/01/14 14 359.29 128%

M3-035 18/01/14 28 430.80 154%

M3-036 18/01/14 28 437.92 156%

M-6

M3-037

6" 1" 12/23/2013

30/12/13 7 304.35 109%

M3-038 30/12/13 7 351.36 125%

M3-039 06/01/14 14 345.60 123%




3

280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


Pedestales y vigas de

cimentacion


cimentacion


cimentacion


cimentacion

M-6M3-040

6" 1" 12/23/201306/01/14 14 339.90 121%

M3-041 20/01/14 28 483.44 173%

M3-042 20/01/14 28 470.06 168%

M-6

M3-043

6" 1" 12/25/2013

01/01/14 7 411.45 147%

M3-044 01/01/14 7 362.07 129%

M3-045 08/01/14 14 426.96 152%

M3-046 08/01/14 14 479.10 171%

M3-047 22/01/14 28 484.420 173%

M3-048 22/01/14 28 472.447 169%

M-6

M3-049

6" 1" Zapatas Z-3 1/1/2014

08/01/14 7 330.48 118%M3-050 08/01/14 7 338.87 121%

M3-051 15/01/14 14 354.99 127%

M3-052 15/01/14 14 375.72 134%

M3-053 29/01/14 28 413.28 148%

M3-054 29/01/14 28 411.29 147%

M-7

M3-055

6" 1" PEDESTALES 1/4/2014

11/01/14 7 326.88 117%

M3-056 11/01/14 7 278.07 99%

M3-057 18/01/14 14 370.85 132%

M3-058 18/01/14 14 348.91 125%

M3-059 01/02/14 28 437.98 156%

M3-060 01/02/14 28 433.66 155%

M-8

M3-061

6" 1" Losa lado sur 1/21/2014

28/01/14 7 300.65 107%M3-062 28/01/14 7 312.72 112%M3-063 04/02/14 14 355.95 127%M3-064 04/02/14 14 366.21 131%M3-065 18/02/14 28 419.30 150%M3-066 18/02/14 28 415.48 148%

M-9M3-067

6" 1" 2/2/201409/02/14 7 377.69 135%

M3-068 02/03/14 28 0%

M-10

M3-069

6" 1" 2/6/2014

13/02/14 7 330.99 118%M3-070 13/02/14 7 277.03 99%M3-071 20/02/14 14 388.67 139%M3-072 20/02/14 14 353.40 126%M3-073 06/03/14 28 0%M3-074 06/03/14 28 0%

M-11

M3-075

6" 1" 2/8/2014

15/02/14 7 312.15 111%M3-076 15/02/14 7 324.01 116%M3-077 22/02/14 14 409.76 146%M3-078 22/02/14 14 401.68 143%M3-079 08/03/14 28 0%M3-080 08/03/14 28 0%

M-12

M3-081

6" 1" 2/12/2014

19/02/14 7 288.19 103%M3-082 19/02/14 7 334.08 119%M3-083 26/02/14 14 381.49 136%M3-084 26/02/14 14 314.72 112%M3-085 12/03/14 28 0%M3-086 12/03/14 28 0%

M-13

M3-087

6" 1" 2/14/2014

21/02/14 7 330.54 118%M3-088 21/02/14 7 337.48 121%M3-089 28/02/14 14 389.20 139%M3-090 28/02/14 14 402.03 144%M3-091 14/03/14 28 0%M3-092 14/03/14 28 0%

M-15

M3-093

6" 1" losa Piso 3 2/15/2014

22/02/14 7 0%M3-094 22/02/14 7 0%M3-095 01/03/14 14 0%M3-096 01/03/14 14 0%M3-097 15/03/14 28 0%M3-098 15/03/14 28 0%

M-16

M3-099

6" 1" 3/2/2014

09/03/14 7 0%M3-100 09/03/14 7 0%M3-101 16/03/14 14 0%M3-102 16/03/14 14 0%M3-103 30/03/14 28 0%


cimentacion


cimentacion

Buzón eléctrico

losa nivel 02 lado norte



losa nivel 2° lado sur

losa nivel 2° lado baños

M-16

M3-104

6" 1" 3/2/2014

30/03/14 28 0%

M-17

M3-105

6" 1" 3/3/2014

10/03/14 7 0%M3-106 10/03/14 7 0%M3-107 17/03/14 14 0%M3-108 17/03/14 14 0%M3-109 31/03/14 28 0%M3-110 31/03/14 28 0%

M-18

M3-111

6" 1" 3/5/2014

12/03/14 7 0%M3-112 12/03/14 7 0%M3-113 19/03/14 14 0%M3-114 19/03/14 14 0%M3-115 02/04/14 28 0%M3-116 02/04/14 28 0%



losa lado baños Primer

piso

CASUARINAS#DIV/0! kg/cm2


DETALLES ROTURA 1

Estructura Fecha %

M-1

CASBZ-001

6" 1" 23/01/14

30/01/14 7 0%

CASBZ-002 30/01/14 7 0%

CASBZ-003 06/02/14 14 0%

CASBZ-004 06/02/14 14 0%

CASBZ-005 20/02/14 28 0%

CASBZ-006 20/02/14 28 0%

M-2

CASBZ-007

6" 1" 26/01/14

02/02/14 7 0%

CASBZ-008 09/02/14 14 0%

CASBZ-009 23/02/14 28 0%

CASBZ-010 23/02/14 28 0%



Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


Buzones electricos parte

externa

Buzones electricos parte

externa

MODULO STAFF314.70 kg/cm2


DETALLES ROTURA 1

Estructura Fecha %

M-1

Castaf-001

6.5" 1" 07/02/14

14/02/14 7 352.97 126%

Castaf-002 14/02/14 7 289.23 103%

Castaf-003 21/02/14 14 352.965 126%

Castaf-004 21/02/14 14 263.627 94%

Castaf-005 07/03/14 28 0%

Castaf-006 07/03/14 28 0%

M-2

Castaf-007

6.7" 1" 12/02/14

19/02/14 7 299.57 107%

Castaf-008 19/02/14 7 300.15 107%

Castaf-009 26/02/14 14 338.290 121%

Castaf-010 26/02/14 14 355.325 127%

Castaf-011 12/03/14 28 0%

Castaf-012 12/03/14 28 0%



Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


losa primer piso

losa segundo piso

312.10 kg/cm2


DETALLES ROTURA 1

Estructura Fecha %

M-1

Casrec-001

7" 1" 10/02/14

17/02/14 7 311.25 111%

Casrec-002 17/02/14 7 312.95 112%

Casrec-003 24/02/14 14 0%

Casrec-004 24/02/14 14 0%

Casrec-005 10/03/14 28 0%

Casrec-006 10/03/14 28 0%

M-2

Casrec-007

6" 1" 11/02/14

18/02/14 7 0%

Casrec-008 18/02/14 7 0%

Casrec-009 25/02/14 14 0%

Casrec-010 25/02/14 14 0%

Casrec-011 11/03/14 28 0%

Casrec-012 11/03/14 28 0%


Proyecto :Construcción, Suministro, Fabricación y Montaje de Nuevos Campamentos - UM Cerro Lindo MODULO

RECREACION

280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


losa segundo piso

losa primer piso

397.78 kg/cm2


DETALLES ROTURA 1

Estructura Fecha %

M-1

LMPM-001

7" 1" 16/02/14

23/02/14 7 350.40 125%

LMPM-002 23/02/14 7 319.70 114%

LMPM-003 02/03/14 14 570.460 204%

LMPM-004 02/03/14 14 601.520 215%

LMPM-005 16/03/14 28 0%

LMPM-006 16/03/14 28 0%

M-2

LMPM-007

6" 1" veredas 17/02/14

24/02/14 7 0%

LMPM-008 24/02/14 7 0%

LMPM-009 03/03/14 14 0%

LMPM-010 03/03/14 14 0%

LMPM-011 17/03/14 28 0%

LMPM-012 17/03/14 28 0%


Proyecto :Construcción, Suministro, Fabricación y Montaje de Nuevos Campamentos - UM Cerro Lindo MODULO POSTA

MEDICA LOMAS

280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


Losa de concreto armado

#DIV/0! kg/cm2


DETALLES ROTURA 1

Estructura Fecha %

M-1

MCC-001

7" 1" veredas 16/02/14

23/02/14 7 0%

MCC-002 23/02/14 7 0%

MCC-003 02/03/14 14 0%

MCC-004 02/03/14 14 0%

MCC-005 16/03/14 28 0%

MCC-006 16/03/14 28 0%

M-2

MCC-007

6" 1" 18/02/14

25/02/14 7 0%

MCC-008 25/02/14 7 0%

MCC-009 04/03/14 14 0%

MCC-010 04/03/14 14 0%

MCC-011 18/03/14 28 0%

MCC-012 18/03/14 28 0%

M-3

MCC-013

7" 1" 19/02/14

26/02/14 7 217.46 78%

MCC-014 26/02/14 7 230.14 82%

MCC-015 05/03/14 14 0%

MCC-016 05/03/14 14 0%

MCC-017 19/03/14 28 0%

MCC-018 19/03/14 28 0%

M-4

MCC-019

6" 1" 21/02/14

28/02/14 7 265.45 95%

MCC-020 28/02/14 7 251.25 90%

MCC-021 07/03/14 14 0%

MCC-022 07/03/14 14 0%

MCC-023 21/03/14 28 0%

MCC-024 21/03/14 28 0%

M-5

MCC-025

7" 1" 23/02/14

02/03/14 7 474.89 170%MCC-026 02/03/14 7 472.52 169%MCC-027 09/03/14 14 0%MCC-028 09/03/14 14 0%MCC-029 23/03/14 28 0%MCC-030 23/03/14 28 0%

M-6

MCC-031

6" 1" 24/02/14

03/03/14 7 481.91 172%MCC-032 03/03/14 7 421.54 151%MCC-033 10/03/14 14 0%MCC-034 10/03/14 14 0%MCC-035 24/03/14 28 0%MCC-036 24/03/14 28 0%

M-7

MCC-037

6" 1" 25/02/14

04/03/14 7 0%MCC-038 04/03/14 7 0%MCC-039 11/03/14 14 0%MCC-040 11/03/14 14 0%MCC-041 25/03/14 28 0%MCC-042 25/03/14 28 0%

M-8

MCC-043

6" 1" 26/02/14


M-9

MCC-049

6" 1" 27/02/14

06/03/14 7 0%


Proyecto :Construcción, Suministro, Fabricación y Montaje de Nuevos Campamentos - UM Cerro Lindo MODULO COCINA

COMEDOR

280 kg/cm2

Muestra N°

Molde N°

Slump (pulg)

Tam máx

(pulg)


Aditivo (kg/m3)

Fecha elaboración

Edad (días)


Losa de concreto

armado 1° tramo

Losa de concreto

armado 1° tramo

Losa de concreto

armado 3° tramo

Losa de concreto

armado 4° tramo

Losa de concreto

armado 5° tramo

Losa de concreto

armado 6° tramo

Losa de concreto

armado 7° tramo

Losa de concr. armado

esquina tramo 7 - 8

M-9MCC-050

6" 1" 27/02/1406/03/14 7 0%

MCC-051 27/03/14 28 0%MCC-052 27/03/14 28 0%

Losa de concr. armado

esquina tramo 7 - 8

M-10

MCC-053

6" 1" 02/03/14


Losa de concreto

armado 8° tramo

15.00 15.10 15.20 15.30176.715 179.079 181.458 183.854

N°

512 2/26/2014 3/12/2014 14 MCC-045 kn = 0.000513 2/26/2014 3/12/2014 14 MCC-046 kn = 0.000582 2/26/2014 3/12/2014 14 M2-121 kn = 0.000583 2/26/2014 3/12/2014 14 M2-122 kn = 0.000597 2/12/2014 3/12/2014 28 M3-085 kn = 0.000598 2/12/2014 3/12/2014 28 M3-086 kn = 0.000609 2/12/2014 3/12/2014 28 Castaf-011 kn = 0.000610 2/12/2014 3/12/2014 28 Castaf-012 kn = 0.000652 3/5/2014 3/12/2014 7 M3-111 kn = 0.000653 3/5/2014 3/12/2014 7 M3-112 kn = 0.000

Fecha de Moldeo

Fecha de Rotura

Edad(dias)

Codigo de Probeta

Lectura Prensa en KN

CONVERSION WILSON

Documents

Rotura de Probetas 12.03.14