b.data k-250 dan besi bahu jalan

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LOKASI BETON K-250 PENGGANTI BASE, TEBAL 28CM NO. LOKASI DIMENSI LUAS LUAS RATA 2 PANJANG VOLUME (a x b) ((5i+(5i+1)/2 (2i+l)-2i (6x7) STA a b c (M') (M2) (M') (M3) 1 2 3 4 5 6 7 8 SECTION 1 1 0+090 R 1.20 0.28 0.34 0.34 10.00 3.36 2 0+100 R 1.20 0.28 0.34 0.34 25.00 8.40 3 0+125 R 1.20 0.28 0.34 0.34 25.00 8.40 4 0+150 R 1.20 0.28 0.34 0.34 25.00 8.40 5 0+175 R 1.20 0.28 0.34 0.34 25.00 8.40 6 0+200 R 1.20 0.28 0.34 0.34 5.00 1.68 7 0+205 R 1.20 0.28 0.34 8 0+615 R 1.20 0.28 0.34 0.34 10.00 3.36 9 0+625 R 1.20 0.28 0.34 0.34 20.00 6.72 10 0+645 R 1.20 0.28 0.34 11 0+764.50 R 1.20 0.28 0.34 0.34 10.50 3.53 12 0+775 R 1.20 0.28 0.34 0.34 25.00 8.40 13 0+800 R 1.20 0.28 0.34 0.34 25.00 8.40 14 0+825 R 1.20 0.28 0.34 0.34 25.00 8.40 15 0+850 R 1.20 0.28 0.34 0.34 18.00 6.05 16 0+868 R 1.20 0.28 0.34 17 0+870 R 1.20 0.28 0.34 0.34 5.00 1.68 18 0+875 R 1.20 0.28 0.34 0.34 25.00 8.40 19 0+900 R 1.20 0.28 0.34 0.34 8.00 2.69 20 0+908 R 1.20 0.28 0.34 SUB TOTAL 96.26 TOTAL 96.26

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this is data k - 250 dan besi bahu jalan

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bese b

LOKASI BETON K-250 PENGGANTI BASE, TEBAL 28CM

NO.LOKASIDIMENSILUASLUAS RATA 2PANJANGVOLUME (a x b)((5i+(5i+1)/2(2i+l)-2i(6x7)KETSTAabc(M')(M2)(M')(M3)123456789SECTION 110090+R1.200.280.340.3410.003.3620100+R1.200.280.340.3425.008.4030125+R1.200.280.340.3425.008.4040150+R1.200.280.340.3425.008.4050175+R1.200.280.340.3425.008.4060200+R1.200.280.340.345.001.6870205+R1.200.280.34

80615+R1.200.280.340.3410.003.3690625+R1.200.280.340.3420.006.72100645+R1.200.280.34

110764.50+R1.200.280.340.3410.503.53120775+R1.200.280.340.3425.008.40130800+R1.200.280.340.3425.008.40140825+R1.200.280.340.3425.008.40150850+R1.200.280.340.3418.006.05160868+R1.200.280.34

170870+R1.200.280.340.345.001.68180875+R1.200.280.340.3425.008.40190900+R1.200.280.340.348.002.69286.50200908+R1.200.280.34

SUB TOTAL96.26TOTAL96.26

KONTRAKTOR PELAKSANAPT. BINTANIKA JAYA

AI CHEN, STGENERAL SUPERINTENDENT

GAMBAR

NO.LOKASIKETDIMENSILUASLUAS RATA 2PANJANGVOLUME (a x b)((5i+(5i+1)/2(2i+l)-2i(6x7)KETSTAabc(M')(M2)(M')(M3)123456789

10825+L1.200.280.3360.33625.008.4020850+L1.200.280.3360.33618.006.0530868+L1.200.280.336

40870+L1.200.280.3360.33630.0010.0850900+L1.200.280.3360.33625.008.4060925+L1.200.280.336

7SECTION 2R1.200.280.336

80502.50+R1.200.280.3360.33622.507.5690525+R1.200.280.3360.33620.506.89100545.50+R1.200.280.336

110547.90+R1.200.280.3360.33611.003.70120558.90+R1.200.280.336

131116+R1.200.280.3360.3369.003.02141125+R1.200.280.3360.33625.008.40151150+R1.200.280.3360.33625.008.40161175+R1.200.280.3360.33625.008.40171200+R1.200.280.3360.33625.008.40181225+R1.200.280.3360.3363.001.01191228+R1.200.280.336

SUB TOTAL88.70TOTAL184.97

BESI

ITEM: Baja Tulangan Jarak 10 cmITEM: Baja Tulangan Jarak 15 cmNOLOKASIJARAKDIAMETERPANJANGJUMLAHJUMLAHBERATVOLUMENOLOKASIJARAKDIAMETERPANJANGJUMLAHJUMLAHBERATVOLUMEBATANGPANJANGBESIKeteranganBATANGPANJANGBESIKeteranganSTA(Cm)(mm)(M)(BUAH)(M)(M/Kg)(Kg)STA(Cm)(mm)(M)(BUAH)(M)(M/Kg)(Kg)1234512345

110.0010.00549.9012.006,598.800.6174,068.16115.0010.00549.908.004,399.200.6172,712.11210.0010.001.305,506.007,157.800.6174,412.78215.0010.001.303,668.004,768.400.6172,939.72

SUB TOTAL8480.94SUB TOTAL5651.83