8/19/2019 Strength TM MRT.versi 2

1/1

PT. JAYA BETON INDONESIA

Plant Sadang

TRIAL MIX DESIGN AND PROPOR

Production = Box GirderTarget Strength =fc 40

TM 30 -Lab TM 31 -Lab TM 32 -Lab TM 33 -Lab TM 34 -Lab TM 35 -Lab TM 36 -Lab TM 37 -Lab TM 38 -Lab TM 42 -Lab TM 43 -Lab TM 44 -Lab TM 45 -Lab Thursday, February 25, 2016 Thursday, February 25, 2016 Thursday, February 25, 2016 Friday, February 26, 2016 Friday, February 26, 2016 Saturday, February 27, 2016 Saturday, February 27, 2016 Monday, February 29, 2016 Monday, February 29, 2016 Thursday, March 03, 2016 Thursday, March 03, 2016 Thursday, March 03, 2016 Friday, March 04, 2016

Cement kg 485 485 485 485 485 485 485 470 470 470 485 500 485 5Gravel-1 (Split 10-20) kg 609 609 609 608 609 608 609 589 588 615 609 602 609 6Gravel-2 (Screen -10) kg 261 261 261 261 261 261 261 252 252 264 261 258 261 2Sand kg 905 905 905 904 905 904 905 949 948 915 905 895 905 8!ater kg 135 135 135 135 135 135 135 135 135 130 135 140 135 1"dditive 1 (!ater #educer) kg 5.82 1.20% 5.82 1.20% 5.82 1.20% 6.79 1.40% 5.82 1.20% 6.79 1.40% 5.82 1.20% 4.70 1.00% 6.58 1.40% 5.64 1.20% 5.82 1.20% 6.00 1.20% 4.85 1.00% "dditive 2 (#etarder) kg

2$00 2400.82 2400.82 2400.82 2399.79 2400.82 2399.79 2400.82 2399.70 2399.58 2399.64 2400.82 2401.00 2399.85 24- Semen %g diguna&an Gresi Gresi Gresi Gresi Gresi Gresi Gresi Gresi Gresi Gresi Gresi Gresi Gresi- Splite %g diguna&an !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "a#ar !atu "- Pa'ir %g diguna&an Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04 Ga$un%%un% 04

- "dditive %g diguna&an Vis ! "#$# 8015 P Vis ! "#$# 8045 P Vis ! "#$# 8045 B Vis ! "#$# 8045 P Vis ! "#$# 8045 B Vis ! "#$# 8045 P Vis ! "#$# 8045 B Vis ! "#$# 8045 B Vis ! "#$# 8045 B Vis ! "#$# 8045 B Vis ! "#$# 8045 B Vis ! "#$# 8045 B Vis ! "#$# 8045 B - eni' "dditive &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o$i'er &o

- ! C 2() 2() 2() 2() 2() 2() 2() 29) 29) 2() 2() 2() 2() 2()- S " 51) 51) 51) 51) 51) 51) 51) 53) 53) 51) 51) 51) 51) 51)- Slump Target ( cm ) 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4 20±4

- Slump "ctual ( cm ) 0 24 (52/52) 25 (64/67) 25 (65/65) 25 (65/70) 25 (65/60) 23 (60/61) 24 (60/62) 24 (68/68) 24 (67/68) 24 (62/23) 25 (60/62) 24 (65/67) 25 (63/65) 25 (64/65) 24 (65/65) 20 (50/50) 2

10 3 24 (55/55) 24 (62/62) 24 (65/65) 24 (65/65) 22 (60/60) 23 (60/62) 23 22 (67/67) 23 (60/60) 25 (65/65) 23 (70/72) 22 (60/57) 21 (55/52) 23 (60/62) 5

20 - 6 24 (62/62) 16 24 (55/55) 22 (59/61) 22 18 20 23 (60/65) 24 (60/60) 23 (65/65) 20 18 18

*0 - - 23 (55/55) 6 10 21 20 6 18 23 (60/62) 21 (60/60) 23 (62/63) 4 4

$0 - - 9 - - - - - 8 21 11 15 - -

- Suhu Concrete °C 33 33 31 33 33 31 31 33 32 30 30 30 31 32

&!'("#ssi)# *$"#+g$,L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a / )# L!a

kN kN kN kN kN kN kN kN kN kN kN kN kN

10 am

112.0 14.3

14.7

125.0 15.9

15.5

119.0 15.2

15.3

97.0 12.4

13.1

122.0 15.5

14.9

143.0 18.2

18.2

184 23.4

22.2

85 10.8

11.9

58 7.4

7.7

96 12.2

11.2

123 15.7

14.4

98 12.5

13.0

146 18.6

19.0

112 14

119.0 15.2 118.0 15.0 121.0 15.4 108.0 13.8 112.0 14.3 143.0 18.2 164 20.9 89 11.3 63 8.0 72 9.2 98 12.5 106 13.5 151 19.2 107

107 13.6 61 7.8 96 12.2 118 15.0 101 12.9 151 19.2 100 1

12 am

1$ am

1+ am

1, am

20 am

208 26.528.5

217 27.628.0

163 20.825.8

189 24.124.2

178 22.722.6

159 20.324.3

202 25.723.6

111 14.123.9

222 28.324.5

141 18.020.7

198 25.220.4

161 20.523.7

210 26.827.5

228 29240 30.6 222 28.3 242 30.8 202 25.7 165 21.0 183 23.3 165 21.0 250 31.8 192 24.5 166 21.1 148 18.9 211 26.9 211 26.9 220

178 22.7 189 24.1 230 29.3 189 24.1 201 25.6 164 20.9 180 22.9 134 17.1 227 28.9 224

2 a"i

202 25.726.4

302 38.537.5

231 29.430.8

151 19.225.5

118 15.020.6

389 49.642.9

310 39.539.2

250 31.828.7

249 31.730.8

221 28.225.9

300 38.236.9

354 45.141.3

164 20.925.0

213 2212 27.0 287 36.6 252 32.1 293 37.3 204 26.0 330 42.0 341 43.4 182 23.2 231 29.4 201 25.6 259 33.0 356 45.4 213 27.1 236

156 19.9 163 20.8 291 37.1 272 34.6 243 31.0 245 31.2 188 23.9 310 39.5 262 33.4 211 26.9 251

7 a"i

300 38.243.9

334 42.544.6

293 37.343.9

225 28.741.5

333 42.434.9

253 32.229.9

273 34.834.0

190 24.232.5

269 34.331.8

309 39.439.1

312 39.738.2

218 27.843.7

330 42.033.7

216 2429 54.6 367 46.8 443 56.4 477 60.8 295 37.6 247 31.5 278 35.4 385 49.0 180 22.9 329 41.9 268 34.1 372 47.4 234 29.8 293 306 39.0 297 37.8 276 35.2 195 24.8 204 26.0 249 31.7 191 24.3 300 38.2 282 35.9 319 40.6 439 55.9 229 29.2 383

14 a"i

28 a"i

eterangan .- T/ * dan T/ *+ mengguna&an material %ang 'udah dicuci

- T/ %ang lain mengguna&an material e&'i'ting tanpa dicuci- /aterial 'plit dan 'creening di&ondi'i&an dalam &eadaan SS

N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2 N '' 2