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CLOSED CM WORR ORDERS REPORT <br />Total Utility Maintenance Management Systen <br />09/14/1995 Page 2 <br />________________________________________________________________________________ <br />Dace Range :O1/09/1989 - 09/14/1995 <br />CM Work Or.der Range :1001091070001 - UT2608- - Pattern :7101196730099 <br />Item Range :<Blank> - WW22020001 Pattern :* <br />Program ALL Functic;l ALL Activity ALL <br />_____________________________________________________________________`= --- <br />CM WORK ORDER ID: 7101196730099 (continued) <br />CONC00061338 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORPJ4013447 <br />CO�JP34004047 <br />COUD44027347 <br />ELL046042447 <br />HYDR44091747 <br />MEGA44044447 <br />If/A <br />N/A <br />N/A <br />N/A <br />N/ A <br />N/b1 <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/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />PIPE44055147 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIFE46055047 <br />PIE'E46055047 <br />PIPE46055047 <br />PIPE46055047 <br />CONCRETE MIX 60 LB. BAG <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT Y. COP @ <br />COUPLING 3/4" 1/8 i3i.ND COPPER@ <br />COUPLING 6"DICIsAC X 6"DICI&AC <br />ELL 8" 45 DEG MJ X MJ DI,CI <br />HYDRANT 3 1/2' BURY MJ <br />MEGALIIG 6" SERIES #1106 <br />8" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />GRAVEL (FROM STOCK) <br />BLEACH (FROM STOCK) <br />TCP COARSE (ASSOC) <br />BLEACH (FRON. STOCK) <br />TOP SOIL 5 YDS (FROM STOCK) <br />TOP SOIL (FROM STOCK) <br />TOP COARSE (ASSOC) <br />DUMP FEE/TOP COARSE (ASSOC) <br />TOP COARSE (FROM STOCK) <br />DUMP FEE/TOP COARSE (ASSOC) <br />8" M�7 KIT (FROM STOCK) <br />TOP C�ARSE (FROM STOCK) <br />TOP COr�RSE (ASSOC) <br />8" MJ KYTS (F'ROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />BEAUTY BARK (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />8" MJ KZT (FROM STOCK) <br />6" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />DUMP FEE (ASSOC) <br />ASPHAHLT (STERLING ASPHALT) <br />5/8 TOP COARSE (FROM STOCK) <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DZ <br />PIPE 8" TYTON JOINT DI <br />OS/17/1995 <br />07/07/1995 <br />07/27/1995 <br />OS/09/1995 <br />08/11/1995 <br />08/17/1995 <br />08/�J2/1995 <br />OS/04/1995 <br />OS/15/1995 <br />OS/17/1995 <br />Q8/17/1995 <br />07/06/1995 <br />07/07/1995 <br />07/27/1995 <br />07/27/1995 <br />G7/31/1995 <br />08/04/1995 <br />OFl; 04/1995 <br />OS/07/1995 <br />OSj08/1995 <br />OS/10/1995 <br />OS/11/1995 <br />08/11/1995 <br />08/14/1995 <br />OS/14/1995 <br />08/1S/1995 <br />08/15/1995 <br />OS/15/1995 <br />08/16/1995 <br />08/16/1995 <br />OS/17/1995 <br />08/17/1995 <br />08/17/1995 <br />OS/21/1995 <br />08%21/1995 <br />O8; 26/1995 <br />09J23/1995 <br />OS/17/1995 <br />07/06/1995 <br />07/07/1995 <br />07/'27/1995 <br />07/31/1995 <br />08/02/1995 <br />08/04/1995 <br />08/09/1995 <br />08/Z1/1995 <br />08/14/1995 <br />10 <br />1 <br />1 <br />2 <br />'l <br />7 <br />1 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />0 <br />0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />., 1 1 <br />,.' n 1 <br />� `, : 3 <br />'i 1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />1 <br />1 <br />1 <br />8 <br />3 <br />24 <br />80 <br />2 <br />3 <br />20 <br />16 <br />120 <br />102 <br />140 <br />21.40 <br />8.73 <br />8.73 <br />17.46 <br />17.46 <br />61.11 <br />6.66 <br />43.85 <br />46.20 <br />665.°4 <br />32.52 <br />�15.00 ; <br />251.60 ' <br />78.63 <br />1.32 <br />80.53 <br />1.32 <br />0.00 <br />' 0.00 <br />j 138.63 <br />I 18.89 <br />� 138.75 <br />76.04 <br />25.p0 <br />� 138.75 <br />53.41 <br />75.00 <br />� 138.75 <br />I 208.13 � <br />39.00 I <br />249.75 � <br />50.00 � <br />� <br />44.00 ; <br />20R.13 ; <br />` 18.89 � <br />I192.85 <br />60.00 ; <br />219.84 <br />732.80 <br />18.32 <br />27.48 <br />183.20 <br />14G.56 <br />1099.20 <br />934.32 <br />1282.40 <br />