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UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNAN
BULK DENSITYMod. Dft. : A 005 Dft No. : ……………..
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : ……………..Smple No. : …………… Pelaksana : …………….. Tgl. Siap : ………………Jenis :
I. COARSE AGGREGATEWeight
Bulk DensityContainer Aggregate
(Kg) (Kg) (Kg) (1) (Kg/1)
(1) (2) (3) (4) (5) (6) (7)
1 A 8.45 11.48 3.03 1.552 1.9522 B 8.45 11.46 3.01 1.552 1.9393 C 8.45 11.61 3.16 1.552 2.036
AVERAGE 1.976
Catatan : Tanda Tangan Pelaksana
UNIVERSITAS SYIAH KUALA
FAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNAN
BULK DENSITYMod. Dft. : A 005 Dft No. : ……………..Sumber : …………… Perintah No. : …………….. Tgl. Mulai : ……………..Smple No. : …………… Pelaksana : …………….. Tgl. Siap : ………………Jenis :
II. COARSE SANDWeight
Bulk DensityContainer Aggregate
(Kg) (Kg) (Kg) (1) (Kg/1)(1) (2) (3) (4) (5) (6) (7)1 A 8.45 10.98 2.53 1.552 1.6302 B 8.45 11.03 2.58 1.552 1.6623 C 8.45 11.02 2.57 1.552 1.656
AVERAGE 1.649
Catatan : Tanda Tangan Pelaksana
No Urut
Sampling No.
Volume Of ContainerContainer +
Aggregate
No Urut
Sampling No.
Volume Of ContainerContainer +
Aggregate
UNIVERSITAS SYIAH KUALA
FAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNAN
BULK DENSITYMod. Dft. : A 005 Dft No. : ………….Sumber : …………… Perintah No. : …………….. Tgl. Mulai : …………Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis :
III. FINE SANDWeight
Bulk DensityContainer Aggregate
(Kg) (Kg) (Kg) (1) (Kg/1)(1) (2) (3) (4) (5) (6) (7)1 A 8.45 10.71 2.26 1.552 1.4562 B 8.45 10.72 2.27 1.552 1.4633 C 8.45 10.73 2.28 1.552 1.469
AVERAGE 1.463
Catatan : Tanda Tangan Pelaksana
No Urut
Sampling No.
Volume Of ContainerContainer +
Aggregate
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANSIEVE ANALYSIS
Mod. Dft. : A 005 Dft No. : ……………..
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : ……………..Smple No. : …………… Pelaksana : …………….. Tgl. Siap : ………………
RETAINED ON SIEVE AVERAGESIEVE A B C PERCENTAGESIZE WEIGHT PERCENT WEIGHT PERCENT WEIGHT PERCENT RETAINED(mm) (gram) (%) (gram) (%) (gram) (%) ON
1 2 3 4 5 6 7 825.4 0 0 0 0 0 0 019.1 0 0 0 0 30 1.5 0.509.52 1210 60.5 1070 53.5 1129 56.45 56.824.76 179 8.95 178 8.9 201 10.05 9.302.34 144 7.2 162 8.1 163 8.15 7.821.18 118 5.9 142 7.1 126 6.3 6.43
0.6 121 6.05 146 7.3 119 5.95 6.430.3 111 5.55 138 6.9 104 5.2 5.88
0.15 83 4.15 108 5.4 78 3.9 4.48Sisa 34 1.7 56 2.8 44 2.2 2.23
TOTAL 2000 100 2000 100 2000 100 100Catatan : Tanda Tangan Pelaksana
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANSIEVE ANALYSIS
Mod. Dft. : A 005 Dft No. : ……………..
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : ……………..
Jenis : COARSE AGGREGATE
Smple No. : …………… Pelaksana : …………….. Tgl. Siap : ………………Jenis : FINE SAND
RETAINED ON SIEVE AVERAGESIEVE A B C PERCENTAGESIZE WEIGHT PERCENT WEIGHT PERCENT WEIGHT PERCENT RETAINED(mm) (gram) (%) (gram) (%) (gram) (%) ON
1 2 3 4 5 6 7 825.4 0 0 0 0 0 0 019.1 0 0 0 0 0 0 09.52 0 0 0 0 0 0 04.76 0 0 0 0 0 0 02.34 20 4 21 4.2 19 3.8 41.18 21 4.2 17 3.4 20 4 4
0.6 182 36.4 109 21.8 157 31.4 300.3 190 38 252 50.4 205 41 43
0.15 70 14 80 16 82 16.4 15Sisa 17 3.4 21 4.2 17 3.4 4
TOTAL 500 100 500 100 500 100 100Catatan : Tanda Tangan Pelaksana
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANSIEVE ANALYSIS
Mod. Dft. : A 005 Dft No. : ……………..
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : ………..Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis : COARSE SAND
RETAINED ON SIEVE AVERAGESIEVE A B C PERCENTAGESIZE WEIGHT PERCENT WEIGHT PERCENT WEIGHT PERCENT RETAINED
(mm) (gram) (%) (gram) (%) (gram) (%) ON1 2 3 4 5 6 7 8
500 - 6.65 481.13 96.2258 0 #REF! 0 0 070 - 90 0.149 0.0298 0 #REF! 0 0 #REF!
130 - 140 0.297 0.0594 0 #REF! 0 0 #REF!120 - 130 0.595 0.119 234 #REF! 202 21.3530655 #REF!
80 - 90 1.190 0.238 146 #REF! 149 15.7505285 #REF!20 - 40 2.380 0.476 165 #REF! 226 23.8900634 #REF!
0 - 9 4.760 0.952 225 #REF! 218 23.0443975 #REF!0 - 5 9.500 1.9 151 #REF! 133 14.0591966 #REF!
22 #REF! 18 1.90274841 #REF!
TOTAL 500 100 #REF! #REF! 946 100 #REF!Catatan : Tanda Tangan Pelaksana
18.871 9.5 4.76 2.38 1.19 0.595 0.297 0.149462.258
18.871481.129
sisa
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANSPECIFIC GRAVITY
Mod. Dft. : A 006-1 Dft No. : …………
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : …………Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis : FINE SAND
WEIGHT NOTATIONSAMPLE
A B C(gram) (gram) (gram)
1 2 3 4 5 61 Container Wc 1455 1437 9642 Container + Aggregate SSD Wcs 1968 2002 13373 Aggregate Saturated Surface dry Ws = Wcs-Wc 513 565 3734 Container + Aggregate + Water Wcsw' 3238 3249 20815 Container + Water Wcw" 2920 2910 18576 Volume of Aggregate, SSD Wv=Ws-Wcsw'+Wcw" 195 226 149
7 Specific Gravity, SSD SG, SSD = Ws/Wv 2.63 2.50 2.50Average Specific Grafity, SSD 2.54
8 Container W'c 236 265 1869 Container + Aggregate OD + water W'csw 715 794 534
10 Aggregate Oven Dry Wd=W'csw-W'c 479 529 348
11 Specific Gravity, OD SG, OD = Wd/Wv 2.46 2.34 2.34Average Specific Grafity, OD 2.38
12Water Absorption (%) 100(Ws-Wd)/Wd 7.10 6.81 7.18Average Water Absorption (%) 7.03
Catatan : Tanda Tangan Pelaksana
No. Urut
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANSPECIFIC GRAVITY
Mod. Dft. : A 006-2 Dft No. : …………
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : …………Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis : COARSE SAND
WEIGHT NOTATIONSAMPLE
A B C(gram) (gram) (gram)
1 2 3 4 5 61 Container Wc 1455 1437 9642 Container + Aggregate SSD Wcs 2222 2204 15903 Aggregate Saturated Surface dry Ws = Wcs-Wc 767 767 6264 Container + Aggregate + Water Wcsw' 3396 3381 22395 Container + Water Wcw" 2920 2910 18576 Volume of Aggregate, SSD Wv=Ws-Wcsw'+Wcw" 291 296 244
7 Specific Gravity, SSD SG, SSD = Ws/Wv 2.64 2.59 2.57Average Specific Grafity, SSD 2.60
8 Container W'c 0 0 09 Container + Aggregate OD + water W'csw 0 0 0
10 Aggregate Oven Dry Wd=W'csw-W'c 737 730 599
11 Specific Gravity, OD SG, OD = Wd/Wv 2.53 2.47 2.45Average Specific Grafity, OD 2.48
12Water Absorption (%) 100(Ws-Wd)/Wd 4.07 5.07 4.51Average Water Absorption (%) 4.55
Catatan : Tanda Tangan Pelaksana
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANSPECIFIC GRAVITY
Mod. Dft. : A 007 Dft No. : …………
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : …………Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis : COARSE AGGREGADE
WEIGHT NOTATIONSAMPLE
A B C(gram) (gram) (gram)
No. Urut
No. Urut
1 2 3 4 5 61 Basket Wc 458 458 4582 Basket Under Water Wcw 408 408 4083 Basket + Aggregate SSD Wcs 2778 1905 16344 Basket + Aggregate Under Water Wcsw 1840 1312.5 11585 Aggregate Saturated Surface dry Ws = Wcs-Wc 2320 1447 11766 Aggregate Under Water Ww=Wcsw-Wcw 1432 904.5 7507 Volume of Aggregate, SSD Wv = Ws - Ww 888 542.5 426
8 Specific Gravity, SSD SG, SSD = Ws/Wv 2.61 2.67 2.76Average Specific Grafity, SSD 2.68
9 Basket Wc' 458 458 45810 Basket + Aggregate,OD Wcd 2550 1895 161511 Aggregate Oven Dry Wd=Wcd-Wc' 2092 1437 1157
12 Specific Gravity, OD SG, OD = Wd/Wv 2.36 2.65 2.72Average Specific Grafity, OD 2.57
12Water Absorption (%) 100(Ws-Wd)/Wd 10.90 0.70 1.64Average Water Absorption (%) 4.41
Catatan : Tanda Tangan Pelaksana
192.616305.74
1286.93595.674 0.541 322.25962380.96
0.253.14225
306
31792.5 1.1 34971.75
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANFINENESS MODULUS
Mod. Dft. : A 009-1 Dft No. : …………
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : …………Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis : COARSE AGGREGADE
Sieve Size Individual / Retained onCommulative
Passing Of Retained on(mm) (%) (%) (%)
(1) (2) (3) (4)25.4 0 100 019.1 0.5 99.50 0.59.52 56.82 42.68 57.324.76 9.3 33.38 66.622.38 7.82 25.56 74.441.2 6.433 19.13 80.870.6 6.433 12.69 87.310.3 5.883 6.81 93.19
0.15 4.481 2.33 97.67Sisa 2.33 0 100
Total 100 557.92F.M 5.58
Catatan : Tanda Tangan Pelaksana
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANFINENESS MODULUS
Mod. Dft. : A 009-2 Dft No. : …………
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : …………Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis : FINE SAND
Sieve Size Individual / Retained onCommulative
Passing Of Retained on(mm) (%) (%) (%)
(1) (2) (3) (4)25.4 0 100 019.1 0 100.00 09.52 0 100.00 0.004.76 0 100.00 0.002.38 4 96.00 4.001.2 4 92.13 7.870.6 30 62.27 37.730.3 43 19.13 80.87
0.15 15 3.67 96.33Sisa 4 0 100
Total 100 226.80F.M 2.27
Catatan : Tanda Tangan Pelaksana
UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK
LABORATORIUM KONSTRUKSI DAN BAHAN BANGUNANFINENESS MODULUS
Mod. Dft. : A 009-3 Dft No. : …………
Sumber : …………… Perintah No. : …………….. Tgl. Mulai : …………Smple No. : …………… Pelaksana : …………….. Tgl. Siap : …………Jenis : COARSE SAND
Sieve Size Individual / Retained onCommulative
Passing Of Retained on(mm) (%) (%) (%)
(1) (2) (3) (4)25.4 0 #REF! #REF!19.1 #REF! #REF! #REF!9.52 #REF! #REF! #REF!4.76 #REF! #REF! #REF!2.38 #REF! #REF! #REF!1.2 #REF! #REF! #REF!0.6 #REF! #REF! #REF!0.3 #REF! #REF! #REF!
0.15 Err:509 #REF! #REF!Sisa #REF! #REF! #REF!
Total #REF! #REF!F.M #REF!
Catatan : Tanda Tangan Pelaksana
Perhitungan Kuat Tekan Beton ( N Hari )
σbm - σbi
A 15 30 12.36 14000 7 79.264 121.945 146.921 1.749 3.059
B 15 30 12.33 14000 7 79.264 121.945 146.921 1.749 3.059
C 15 30 12.50 14500 7 82.095 126.300 152.168 -3.498 12.237
D 15 30 12.52 14500 7 82.095 126.300 152.168 -3.498 12.237
E 15 30 12.33 14000 7 79.264 121.945 146.921 1.749 3.059
F 15 30 12.35 14000 7 79.264 121.945 146.921 1.749 3.059
σbm = 148.670 36.711
A = 176.63 K = 1.943
faktor umur = 0.65 S = 2.71
faktor bentuk = 0.83 σbk = 143.4
Catatan : Tanda Tangan Pelaksana
benda Uji
Ukuran Diameter
(cm)Tinggi (cm)
Berat (kg)
Beban Max (kg)
Umur (hari)
f'c N hari (P/A)
f'c 28 hari
kalkulasi ke kubus
(σbi)(σbm - σbi)²
Σ =
Perhitungan Kuat Tarik Baja
Pembacaan di lab Regangan
(kg) dial 1 dial 2 dial 1 dial 2
0 0.892 0.908 0 0 0 0 0
200 0.892 0.908 0 0 0 260.078 0
400 0.893 0.910 0.001 0.002 0.0015 520.156 0.00015
600 0.936 0.934 0.044 0.026 0.035 780.234 0.0035
800 0.967 0.955 0.075 0.047 0.061 1040.312 0.0061
1000 0.983 0.966 0.091 0.058 0.0745 1300.390 0.00745
1200 1.005 0.981 0.113 0.073 0.093 1560.468 0.0093
1400 1.023 0.999 0.131 0.091 0.111 1820.546 0.0111
1600 1.044 1.016 0.152 0.108 0.13 2080.624 0.013
1800 1.062 1.031 0.17 0.123 0.1465 2340.702 0.01465
2000 1.086 1.053 0.194 0.145 0.1695 2600.780 0.01695
2200 1.118 1.094 0.226 0.186 0.206 2860.858 0.0206
2400 1.323 1.312 0.431 0.404 0.4175 3120.936 0.04175
2600 1.621 1.604 0.729 0.696 0.7125 3381.014 0.07125
2800 1.889 1.876 0.997 0.968 0.9825 3641.092 0.09825
3000 2.264 2.248 1.372 1.34 1.356 3901.170 0.1356
3300 2.867 2.859 1.975 1.951 1.963 4291.287 0.1963
Catatan : Tanda Tangan Pelaksana
A 0.769L 10
P (beban)
∆L ∆L rata-rata Tegangan (σ =P/A)
(kg/cm²)
0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.20
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
Regangan
Tegangan
0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.20
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
Regangan
Tegangan
Catatan : Tanda Tangan Pelaksana
0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.20
1000
2000
3000
4000
5000
Grafik Regangan Tegangan
Regangan
Tegangan
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