Laserfiche WebLink
CLOSED CM WORR ORCERS REPORT <br />Total Utility Maintenance Management System <br />09/14/1995 Page 2 <br />________________________________________________________________________________ <br />Date Range :O1/09/1989 - 09/14/1995 <br />CM Work Order Range :1001091070001 - UT2608- - Pattern :7101196730099 <br />Item Range :<Blank> - WW22020001 Pattern :* <br />Program ALL Function ALL Activity ALL <br />___________________________________________________________________________ <br />CM 4iORK ORDER ID: 7101196730099 (continued) <br />CONC00061338 <br />CORP34013447 <br />CORP34013447 <br />COkP34013447 <br />CORP34013447 <br />CORP34013447 <br />COUP340na047 <br />COUP44U2;347 <br />ELIA46042447 <br />HYDR44091747 <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/F. <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 />PIPE46Q55047 <br />PIPE46055047 <br />PIPE4605SO47 <br />PIPE46055047 <br />PIPE46655047 <br />CONCRETE MIX 60 LB. BAG <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X CO? @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X CGP @ <br />CORP STOP 3/4" CCT X COP @ <br />COUPLING 3/4" 1/8 BEND COPPER@ <br />COUPLING 6"DICI&AC X 6"DZCI&AC <br />ELL 8" 45 DEG MJ X MJ DI,C:I <br />HYDRANT 3 1/2' BURY MJ <br />MEGALUG 6" SERIES #1106 <br />8" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STO<:K) <br />GRAVEL (FROM STOCK) <br />BLEACH (FROM STOr_K) <br />TOP COARSE (ASSOC) <br />BLEACH (FROM STOCK) <br />TOP SOIL 5 YDS (FROM STOCK) <br />TOP SOZL (FROM S.00K) <br />TOP COARSE (P.SSOC) <br />DUMP FEE/TOP COARSE (aSSOC) <br />TOP COARSE (FP.OM STOCK) <br />DUMP FEE/TOP COARSE (ASSOC) <br />8" MJ KIT (rROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSF. (ASSOC) <br />8" MJ KITS (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />BEAUTY BAP.K (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />8" MJ K�T (FROM STOCK) <br />6" MJ Y.:IT (FROM STOCK) <br />TOP C4ARSE (YROM STOCK) <br />DUMP FEE (ASSOC) <br />ASPIiAHLT (STERLING ASPHALT) <br />5/II TOP COARSE (FROM STOCK) <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 8" TY'.CON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE S" TYTON JOINT DI <br />PIPE 8" TYTON JOIIQT DI <br />PIPE 8" TYTON JOINT DI <br />PI.T`� 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />08/17/1995 <br />07/07/1995 <br />07/27/1995 <br />08/09/1995 <br />08/11/1995 <br />OS/17/1995 <br />OS/02/1995 <br />08/04/1995 <br />08/15/1995 <br />08/17/1995 <br />08/17/19y5 <br />07/06j1995 <br />07!07/1995 <br />07/27/1995 <br />07/27/1995 <br />07/31/1995 <br />08/04/1995 <br />08/04/1995 <br />08/07/1995 <br />OS/OS/1995 <br />OS/10/1995 <br />OS/11/1995 <br />08/11/1995 <br />08/14/1995 <br />OS/14j1995 <br />08/14/1995 <br />OS/15/1995 <br />OS/15/1995 <br />OS/16/1995 <br />OS/16/1995 <br />08/17/1995 <br />08/1:'/1995 <br />08/17/1995 <br />OS/21/1995 <br />OS/21/'995 <br />OS/26/�995 <br />09/23/1995 <br />OS/17/1995 <br />07/06/1995 <br />07/07/1995 <br />07/27/1995 <br />07/31/1995 <br />08/C2/1995 <br />08/04/1995 <br />08/09/1995 <br />08/11/1995 <br />OS/14/1995 <br />10 21.40 <br />1 8.73 <br />1 8.73 <br />2 17.46 <br />Z 17.46 <br />7 61.11 <br />1 6.66 <br />1 43.85 <br />1 46.20 <br />1 665.54 <br />2 32.52 <br />1 25.00 ; <br />1 251.60 I <br />1 78.63 <br />1 1.32 <br />1 80.53 <br />1 1.32 <br />0 0.00 <br />0 0.00 <br />1 138.63 <br />1 ' 18.89 <br />1 ; 138.75 <br />1 76.04 <br />1 I 25.00 <br />, 1 138.75 <br />,�'� 1 53.41 <br />,�'.,;� 3 � 75.00 <br />� 'i 1 I 138.75 <br />� 1 � 208.13 i <br />1 39.00 <br />1 249.75 ! <br />2 50.00 � <br />2 44.00 � <br />1 208.13 ; <br />1 18.89 � <br />1 192.85' <br />8 60.00 � <br />3 <br />24 <br />80 <br />2 <br />3 <br />20 <br />16 <br />120 <br />102 <br />140 <br />219.84 <br />732.80 <br />18.32 <br />27.48 <br />183.20 <br />146.56 <br />1099.20 <br />934.32 <br />1282.40 <br />