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J <br />CIASED C?I 1fOR1C ORDERS RSppRT <br />Total Utility Maintenance Management System <br />_______ 08/02/1995 <br />_______________________________ Page 1 <br />__________________________________________ <br />Date Range :O1/09/1989 - 07/31/1995 <br />CM Work Order Range :1001091070001 - UT2608- - Pattern :7101196750293 <br />Item Range :<Blank> - WW2202o001 Pattern :* <br />Proqram ALL Function ALL Activity ALL <br />CM WORK ORDER ID: 7101196750293 Title: REPAIR 5019 DOGWOOD �, <br />«DUPLICATE PRZNTING OF THIS WORK ORDER» <br />Item ID: WS3694Z028 -- WATER SERVICE <br />Location ID: __ <br />Program 710 Function 119 Activity 675 <br />Date Completed: 07/24/1995 <br />Overall Craft: <br />Issued: 07/24/1995 <br />out of Service? NO <br />i��,ter Reading: <br />Downtime: 0 hours <br />Status: <br />Labor: <br />Craft ID <br />UL SSJ <br />UL WM,T <br />Kateriais: <br />ID <br />ADAP34000547 <br />ADAP34000647 <br />CURB34010047 <br />ELIA34101547 <br />NIPP34131247 <br />PIPE34060647 <br />vhicles: <br />ID <br />------- <br />V2117 <br />Name <br />Issued by: WMW Assigned to: <br />Priority: Travel Time: 0.00 Hr. <br />SMITH, STEVE J. <br />WRIGHT, MICHAEL J. <br />Description <br />ADAPTER 3/4" MIP X INSTA-TITE@ <br />ADAPTER 3/4" FIP X INSTA-TITE@ <br />CURB STOP 3/4° BALL FIP X FIP@ <br />ELL 3/4" 45 DEG BRASS " <br />NIPPLE 3/4" CIASE BRASS " <br />PIPE 3/4'� POLY I.P,S. <br />Description <br />91 CHEV 1-TON HYD UNIT <br />Work Description: <br />TOP OF CUP.f3 STOP BROKEN <br />Planned Hrs Actual Hrs <br />0.00 -----3.00 <br />0.00 3.00 <br />Total Labor Cost: <br />Date <br />07/24/1995 <br />07/24/1995 <br />07/24/1995 <br />07/24/1995 <br />07/24/1995 <br />07/24/1995 <br /># Used <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />Total Material Cost: <br />Hours <br />3.00 <br />Total Vehicle Cost: <br />Total cost for work order 7101196750293: <br />Cost <br />45.09 <br />45.09 <br />90.18 <br />Cost <br />7.82 <br />7.24 <br />11.46 <br />1.35 <br />1.56 <br />0.26 <br />29.69 <br />Cost <br />16.80 <br />16.80 <br />---------------------- <br />136.67 <br />