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=008  221111################|##########|#|##
=082  ##$$a TS.22.0003
=084  ##$$a TS.22.0003 PRA a
=100   #$$a PRABTAMA HERNANDI
=245  1#$$a ANALISIS KERUSAKAN JALAN TAMBANG MUARA TIGA BESAR PT.BUKIT ASAM TBK /$c PRABTAMA HERNANDI
=250  ##$$a Ed. I
=260  ##$$a Palembang :$b Bina Darma,$c 2022
=300  ##$$a xvi + 60 ; $c 29,5 cm X 21 cm
=650  #4$$a teknik sipil
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