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2727 VIRGINIA AVE 2016-01-01 MF Import
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2727 VIRGINIA AVE 2016-01-01 MF Import
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Last modified
4/24/2017 10:29:09 AM
Creation date
3/8/2017 12:46:48 PM
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Address Document
Street Name
VIRGINIA AVE
Street Number
2727
Imported From Microfiche
Yes
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� <br />CIASED CM WORK ORDERS REPORT <br />Total Utility Maintenance Management System <br />OG/06/1994 Page 1 <br />____________�------------------------------------------------------------------- <br />----------------------------------------- <br />Date Range :05/O1/1992 - OS/31/1994 <br />CM Work Order Range :<Blank> - 8405421080229 Pattern :7401196750881 <br />Item Range :<Blank> - WW22020001 Pattern :* <br />Proqram ALL Function ALL Activity ALL <br />____���________________________________________________________________________ <br />CM WORK ORDER ID: 7401196750881 Title: REPAIR 2727 VIRGINIA i; <br />«DUPLICATE PRINTING OF THIS WORK ORDER» <br />Item ID: WS2095V062 -- WATER SERVICE <br />Location ID: -- <br />Program 740 Function 119 Activity 675 <br />Date Completed: 05/26/1994 <br />Overall Craft: <br />Issued: 05/26/1994 <br />Out of Service? NO <br />Meter Reading: <br />Downtime: 0 hours <br />Status: <br />Iabor: <br />Craft ID <br />WST MKC <br />11L SR7 <br />Materials: <br />ID <br />CURS34010047 <br />Name <br />Issued by: SKL Assigned to: <br />Priority: Travel T;.me: 0.00 Hr. <br />MOORE, KIM C. <br />STENSETH, ROBERT J. <br />Description <br />------------------------------ <br />CURB STOP 3/4" SALL FIP X FIP@ <br />Vehicles: <br />ID Description <br />------------ ------------------------------ <br />V2117 CHEV 1 TON '91 <br />Total coet for work order 7401196750881: <br />Planned Hrs Actual Hrs <br />----------- ---------- <br />0.00 4.00 <br />0.00 4.00 <br />Total Labor Cost: <br />Cost <br />78.92 <br />58.80 <br />137.72 <br />Date # Used Cost <br />-----'-- -------- ---------- <br />05/26/1994 1 11.46 <br />Total Material Cost: 11.46 <br />Date Hours <br />-------- ------ <br />O5/26/1994 4.00 <br />Total V�hicle Cost: <br />Cost <br />23.20 <br />23.20 <br />172.38 <br />
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