laporan hasil uji

7
MASJID PERMATA QOLBU UPVT TEST (MUTU BETON) & COVER METER

Upload: edho-idho

Post on 05-Jan-2016

41 views

Category:

Documents


0 download

DESCRIPTION

UJI BETON

TRANSCRIPT

Page 1: Laporan Hasil Uji

7/17/2019 Laporan Hasil Uji

http://slidepdf.com/reader/full/laporan-hasil-uji 1/6

MASJID PERMATA QOLBU

UPVT TEST (MUTU BETON)

&

COVER METER

Page 2: Laporan Hasil Uji

7/17/2019 Laporan Hasil Uji

http://slidepdf.com/reader/full/laporan-hasil-uji 2/6

 

Gambar. 1 Denah Lokasi Uji Tampak atas

Gambar. 2 Lokasi Uji Tampak Samping

Page 3: Laporan Hasil Uji

7/17/2019 Laporan Hasil Uji

http://slidepdf.com/reader/full/laporan-hasil-uji 3/6

 

Tabel 1 Mutu beton hasil uji

IDStructure

NameNo D ate & Time

Measurement

Type

Velocity

[m/s]

Time 1

[µs]

Time 2

[µs]Distance

[m]

Cube Compr.

Strength

(kg/cm2)

Average Cube

Compr. Strength

(kg/cm2)

1 25.3.2015 11:47:38 Direct (default) 3239 84.9 0.0 0.275 279,8

2 25.3.2015 11:48:17 Direct (default) 3383 81.3 0.0 0.275 295,0

3 25.3.2015 11:48:59 Direct (default) 3383 81.3 0.0 0.275 295,04 25.3.2015 11:51:2 Direct (default) 3165 86.9 0.0 0.275 272,3

5 25.3.2015 11:51:33 Direct (default) 3358 81.9 0.0 0.275 292,3

1 25.3.2015 12:53:27 Direct (default) 2916 94.3 0.0 0.275 248,4

2 25.3.2015 12:54:0 Direct (default) 2509 109.6 0.0 0.275 213,8

3 25.3.2015 12:54:22 Direct (default) 2798 98.3 0.0 0.275 237,8

4 25.3.2015 12:54:40 Direct (default) 2947 93.3 0.0 0.275 251,2

5 25.3.2015 12:54:57 Direct (default) 2929 93.9 0.0 0.275 249,6

1 25.3.2015 13:39:52 Direct (default) 3042 90.4 0.0 0.275 260,2

2 25.3.2015 13:40:14 Direct (default) 3906 70.4 0.0 0.275 357,7

3 25.3.2015 13:40:32 Direct (default) 2781 98.9 0.0 0.275 236,3

4 25.3.2015 13:40:49 Direct (default) 3726 73.8 0.0 0.275 334,8

5 25.3.2015 13:41:5 Direct (default) 2818 97.6 0.0 0.275 239,6

1 25.3.2015 12:34:45 Direct (default) 2947 93.3 0.0 0.275 251,2

2 25.3.2015 12:35:20 Direct (default) 2823 97.4 0.0 0.275 240,03 25.3.2015 12:36:1 Direct (default) 2568 107.1 0.0 0.275 218,5

4 25.3.2015 12:37:18 Direct (default) 2767 99.4 0.0 0.275 235,1

5 25.3.2015 12:37:55 Direct (default) 2877 95.6 0.0 0.275 244,9

1 25.3.2015 12:29:53 Direct (default) 3045 90.3 0.0 0.275 260,5

2 25.3.2015 12:30:19 Direct (default) 3165 86.9 0.0 0.275 272,3

3 25.3.2015 12:30:42 Direct (default) 3097 88.8 0.0 0.275 265,5

4 25.3.2015 12:31:12 Direct (default) 3069 89.6 0.0 0.275 262,8

5 25.3.2015 12:31:36 Direct (default) 3019 91.1 0.0 0.275 258,0

1 25.3.2015 13:32:24 Direct (default) 2996 91.8 0.0 0.275 255,8

2 25.3.2015 13:32:50 Direct (default) 3012 91.3 0.0 0.275 257,3

3 25.3.2015 13:33:16 Direct (default) 3220 85.4 0.0 0.275 277,8

4 25.3.2015 13:33:47 Direct (default) 3150 87.3 0.0 0.275 270,8

5 25.3.2015 13:34:13 Direct (default) 3168 86.8 0.0 0.275 272,6

1 25.3.2015 12:43:29 Direct (default) 3309 83.1 0.0 0.275 287,1

2 25.3.2015 12:43:48 Direct (default) 2898 94.9 0.0 0.275 246,83 25.3.2015 12:44:17 Direct (default) 3176 86.6 0.0 0.275 273,4

4 25.3.2015 12:44:38 Direct (default) 2783 98.8 0.0 0.275 236,5

5 25.3.2015 12:45:2 Direct (default) 2769 99.3 0.0 0.275 235,3

1 25.3.2015 12:38:37 Direct (default) 3045 90.3 0.0 0.275 260,5

2 25.3.2015 12:39:5 Direct (default) 3052 90.1 0.0 0.275 261,2

3 25.3.2015 12:39:27 Direct (default) 3080 89.3 0.0 0.275 263,9

4 25.3.2015 12:39:47 Direct (default) 3129 87.9 0.0 0.275 268,7

5 25.3.2015 12:40:10 Direct (default) 2970 92.6 0.0 0.275 253,4

1 25.3.2015 13:34:47 Direct (default) 3721 73.9 0.0 0.275 334,2

2 25.3.2015 13:35:8 Direct (default) 3080 89.3 0.0 0.275 263,9

3 25.3.2015 13:35:24 Direct (default) 3262 84.3 0.0 0.275 282,2

4 25.3.2015 13:35:44 Direct (default) 3009 91.4 0.0 0.275 257,1

5 25.3.2015 13:36:2 Direct (default) 2916 94.3 0.0 0.275 248,4

1 25.3.2015 11:54:56 Direct (default) 2963 92.8 0.0 0.275 252,72 25.3.2015 11:55:26 Direct (default) 3278 83.9 0.0 0.275 283,8

3 25.3.2015 11:55:54 Direct (default) 3804 72.3 0.0 0.275 344,5

4 25.3.2015 11:56:19 Direct (default) 2871 95.8 0.0 0.275 244,3

5 25.3.2015 11:56:43 Direct (default) 2916 94.3 0.0 0.275 248,4

1 25.3.2015 12:49:35 Direct (default) 3045 90.3 0.0 0.275 260,5

2 25.3.2015 12:49:57 Direct (default) 2970 92.6 0.0 0.275 253,4

3 25.3.2015 12:50:21 Direct (default) 3059 89.9 0.0 0.275 261,8

4 25.3.2015 12:50:37 Direct (default) 2947 93.3 0.0 0.275 251,2

5 25.3.2015 12:50:57 Direct (default) 2963 92.8 0.0 0.275 252,7

1 25.3.2015 13:37:26 Direct (default) 3297 83.4 0.0 0.275 285,8

2 25.3.2015 13:37:52 Direct (default) 3906 70.4 0.0 0.275 357,7

3 25.3.2015 13:38:15 Direct (default) 2922 94.1 0.0 0.275 248,9

4 25.3.2015 13:38:41 Direct (default) 3567 77.1 0.0 0.275 315,7

5 25.3.2015 13:39:4 Direct (default) 2960 92.9 0.0 0.275 252,5

KET: Kuning bagian yang akan di potongMerah bagian yang akan ditumpu baja wf 

1 1a

2 1b

3 1 atas

4 2a

5 2b

6 2 atas

7 3a

8 3b

9 3 atas

10 4a

11 4b

12 4 atas 292,1

286,9

240,2

285,7

238,0

263,8

266,9

255,8

261,5

277,1

274,8

255,9

Page 4: Laporan Hasil Uji

7/17/2019 Laporan Hasil Uji

http://slidepdf.com/reader/full/laporan-hasil-uji 4/6

 

Page 5: Laporan Hasil Uji

7/17/2019 Laporan Hasil Uji

http://slidepdf.com/reader/full/laporan-hasil-uji 5/6

DOKUMENTASI KEGIATAN

Page 6: Laporan Hasil Uji

7/17/2019 Laporan Hasil Uji

http://slidepdf.com/reader/full/laporan-hasil-uji 6/6