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Lampiran 5 Upvt Conveyor S03

This document contains test results from 10 concrete structures that are part of the UPVT CONVEYOR S03 system. For each structure, the document provides measurements of distance, time, velocity, and compressive strength. The compressive strengths were tested using three different methods: direct testing, equivalent cube method, and cylinder method. Overall, the test results indicate the compressive strengths of the various concrete structures under different loading conditions.

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Arhim Shorinji Kempo
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86 views3 pages

Lampiran 5 Upvt Conveyor S03

This document contains test results from 10 concrete structures that are part of the UPVT CONVEYOR S03 system. For each structure, the document provides measurements of distance, time, velocity, and compressive strength. The compressive strengths were tested using three different methods: direct testing, equivalent cube method, and cylinder method. Overall, the test results indicate the compressive strengths of the various concrete structures under different loading conditions.

Uploaded by

Arhim Shorinji Kempo
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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LAMPIRAN 5

UPVT CONVEYOR S03


Average
Equivalent Cube Average Cube
Cylinder
Measurement Distance Time 1 Time 2 Velocity Compressive Compressive
No Structure Id Compressive
Type [m] [µs] [µs] [m/s] Strength, fck Strength, fck
Strength, fc'
(kg/cm2) [kg/cm2]
[kg/cm2]
179.3 0 3904 357,46
179.3 0 3904 357,46
1 CV3 Tiang Pedestal tiang 8A Direct 0.700 173.3 0 4039 375,69 364,12 294,93
179.3 0 3904 357,46
174.3 0 4016 372,52
173.3 0 4039 375,69
173.3 0 4039 375,69
2 CV3 Tiang Pedestal tiang 8B Direct 0.700 172.3 0 4063 379,02 376,35 304,85
173.3 0 4039 375,69
173.3 0 4039 375,69
221.3 0 3344 290,82
216.3 0 3421 299,19
3 CV3 Tiang Pedestal tiang 8 atas Direct 0.740 228.3 0 3241 279,99 284,62 230,54
227.3 0 3256 281,54
234.3 0 3158 271,56
209.3 0 4061 378,74
204.3 0 4161 392,96
4 CV3 Tiang Pedestal tiang 11 Direct 0.850 232.3 0 3659 326,61 365,02 295,67
217.3 0 3912 358,51
213.3 0 3985 368,29
58,3 112,3 3704 332,07
63,3 129,3 3030 259,05
5 CV3 Tiang 5 pedestal Kanan Surface Velocity 0,2 76,3 132,3 3571 316,19 315,24 255,34
66,3 123,3 3509 309,05
71,3 122,3 3922 359,84
Average
Equivalent Cube Average Cube
Cylinder
Measurement Distance Time 1 Time 2 Velocity Compressive Compressive
No Structure Id Compressive
Type [m] [µs] [µs] [m/s] Strength, fck Strength, fck
Strength, fc'
(kg/cm2) [kg/cm2]
[kg/cm2]
63,3 119,3 3571 316,19
64,3 129,3 3077 263,58
6 CV3 Tiang 5 pedestal Kiri Surface Velocity 0,2 60,3 124,3 3125 268,28 312,96 253,50
63,3 122,3 3390 295,79
66,3 112,3 4348 420,98
59,3 140,3 2469 210,68
70,3 140,3 2857 243,06
7 CV3 Tiang 4 pedestal Kiri Surface Velocity 0,2 63,3 110,3 4255 406,80 338,33 274,04
59,3 101,3 4762 490,35
56,3 109,3 3774 340,74
64,3 133,3 2899 246,85
67,3 139,3 2778 236,08
8 CV3 Tiang 4 pedestal Kanan Surface Velocity 0,2 64,3 139,3 2667 226,62 253,70 205,49
70,3 148,3 2564 218,19
58,3 111,3 3774 340,74
62,3 132,3 2857 243,06
64,3 132,3 2941 250,69
9 CV3 Tiang 1 pedestal Kiri Surface Velocity 0,2 74,3 132,3 3448 302,18 301,53 244,24
56,3 122,3 3030 259,05
69,3 113,3 4545 452,67
67,3 133,3 3030 259,05
68,3 124,3 3571 316,19
10 CV3 Tiang 1 pedestal Kanan Surface Velocity 0,2 64,3 124,3 3333 289,64 266,07 215,52
69,3 136,3 2985 254,79
67,3 148,3 2469 210,68

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