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' CLOSED CM WORR ORDERS REPORT <br />Total Utility Maintenance Management System page 2 <br />O5/OB/1995 <br />Date Range :O1/09/1989 - 04/28/1995 <br />CM Work Order Range :1001091070001 - 8801086100065Pattern :*101196730089 <br />Item Range :<Blank> - WW22020001 <br />Program ALL Function ALL-__ Activity_ALL_____________________________________ <br />CM WORK ORDER ID: 710119G730089 (continued) <br />BOLT34011853 <br />EOX000043347 <br />BOX000043347 <br />BOX000065547 <br />BOX000065547 <br />CAP044087647 <br />CONC00061338 <br />CONC00061738 <br />CORP340134A7 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />COUP34010147 <br />ELL046042447 <br />HYDR44092047 <br />MEGA44044447 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/1+ <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />PIPE34060647 <br />pIPE44055147 <br />PIPE44055147 <br />PIPE44055L47 <br />PZPE44055147 <br />PIPE46055047 <br />PIPE46055Q47 <br />PIPE46055047 <br />pIPE46055047 <br />PLUG44035347 <br />SADD44016847 <br />BOLT TIE �/4" � <br />BOX VALVE 18"TOP 24"BOTTOM CI <br />BOX VALVE 18"i0P 24"BOTTOM CI <br />BOX METER CONC W/STEEL LID <br />CAP 6" MJ BLANK CI <br />CONC�ETE MIX 60 LB• BAG <br />CONCRETE MIX 60 LB. BAG <br />CORP STOP 3/4" CCT X COP @ <br />CORP S:OP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />COUPLING 3/4" IPS COMP Y, MIP @ <br />ELL 8" 45 DEG MJ X MJ DI,CI <br />HYDRANT 4' BURY MJ <br />MEGALUG 6" SERI£S FROMGSTOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />8" FOLIAWING RING (FRUM STOCK) <br />TOP COARSE (FROM STOGK) <br />8�� FOLLOWING RING �FROM STOCK) <br />6 MJ KIT � <br />TOP COARSE (FROM STOCK) <br />6" FOLLOWING RINGS(FROASSOC)K' <br />READY MIX ( ASSOC) <br />TOPHCOARSE (FROM(STOCK) <br />ASPHALT (ASSOC) <br />6" MJ KIT (FFROMSSTOCK) <br />WASHEDAROCK (FROM STOCK) <br />COLD MIY. (WILDER) <br />ASPHALT (STERLING ASPHALT) <br />ASPHALT (STERLIN� ASPHALT) <br />PIPE 3/4" POLY I.P.S. <br />PIPE 6" `PYTOt7 JOINT DI CLASS52 <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE S" TYTON JOINT DI <br />pIPE S" TYTON ,70INT DI <br />plpg g�' TYTON JOINT DI <br />pIPE 8" TYTON JOINT DI <br />PLUG 6" MJ W/z" TAP CI <br />SERVICE SADDLE 6" W/3/4" CCT <br />03/10/1995 <br />03/O1/1995 <br />03/10/1995 <br />03/10/1995 <br />03/10/1995 <br />04/07/1995 <br />03/O1/1995 <br />04/07/1995 <br />02/22/1995 <br />02/23/1995 <br />02/27/1995 <br />03/10/1995 <br />02/23/1995 <br />03/O1/1995 <br />04/07/1995 <br />04/07/1995 <br />02/22/1995 <br />02/23/1995 <br />02/24/1995 <br />02/27/1955 <br />02/27/1995 <br />02/28/1995 <br />03/O1/1995 <br />03/07/1995 <br />03/08/1995 <br />03/10/1995 <br />03/14/19°5 <br />03/20/1995 <br />03/31/1995 <br />03/31/1995 <br />04/07/1995 <br />04/07/1995 <br />04/07/1995 <br />04/11/1995 <br />04/21/1995 <br />04/30/1995 <br />02/23/1395 <br />03/07/i995 <br />03/0?/1995 <br />03/10�'1995 <br />04/07/1995 <br />02/22/1395 <br />02/23/1995 <br />02/27/1995 <br />U3/O1/1995 <br />03/10/1995 <br />03/10/1995 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />17 <br />2 <br />3 <br />1 <br />2 <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />5 a <br />1 �v <br />1 <br />2 � <br />1 � <br />1 <br />1 <br />1 <br />3 <br />1 <br />1 <br />1 <br />1 <br />1 <br />10 <br />44 <br />60 <br />104 <br />12 <br />100 <br />80, <br />108 <br />22 <br />l.Bl <br />32.72 <br />32.72 <br />28.15 <br />28.15 <br />17.20 <br />36.38 <br />4.28 <br />23.76 <br />7.92 <br />15.84 <br />7.92 <br />7.38 <br />72.43 <br />664.90 <br />31.68 <br />I�:52.63 � <br />124.80 <br />, 471.75 <br />111.00 <br />25.00 <br />69.38 <br />125.00 <br />22.00 <br />111.00 <br />44.00 <br />101.43 <br />220.12 <br />138.75 <br />I 67.04 <br />66.00 <br />41.63 <br />14.80 <br />245.05 <br />474.76 <br />- 2.40 <br />308.44 <br />420.60 <br />729.04 <br />84.00 <br />950.00 <br />760.00 <br />1026.00 <br />209.00 <br />27.83 <br />10.77 <br />