Laserfiche WebLink
Total Utilcits� � �� O�� nEPORT <br />______ y Maintenance Management System <br />Date--===_________________ ___ 05/29/1996 <br />r. � i �-r� <br />J � <br />Range :O1/09/1989 - 05/20/1996 =_____---- Page 1 <br />CM Work Order Range :1001091o700U1 <br />Item Ranqe :<giank> - W�*Z2pZ0o01 _ I�T1002- --- <br />Proqrcm p,�,L ' Pattern :7101196750704 <br />___ __�`�_ _'unction ALL Activity I,I,L Pattern : * <br />CM WO w __________________ <br />«DUPLI ATEEPRINTING�OF9THIS7Wo ==Title:====--- ----------=___• <br />Item Ip; � � RF,PAIR 8216 SPOICANg DR <br />Location rp; " �ER» <br />Proqram 710 - <br />Date Completed: 05/10/1g96Function 119 <br />Activity 675 <br />Overall Craft: <br />Issued: OS/07�1gg6 <br />out of Service? pp Issued by; �, <br />Meter Reading: Priurity: Assigned to: <br />Downtime: Travel Time: 0.00 Hr.. <br />Status: � hours <br />Labor: <br />Craft Ip <br />WST LDS <br />UL SSJ <br />WST WDT <br />SUPl W� <br />Katerials; <br />ID <br />COUP38007347 <br />COUP380074q� <br />ELL03810794� <br />PIPE38060947 <br />Vehicles: <br />ID----�----- <br />V2042 <br />V2141 <br />Name <br />LOFLING, pg�R S. <br />SMITH, STEVE J, <br />WALDEN, DAROLD T. <br />W�D, MICfiAEL W. <br />Description <br />COUPLING COMp 2�� ({Ip }� CTS ( <br />COUPLING COMP 2° g2p X CTS ( <br />ELL 2° 9p DEG STREET BRASS � <br />PIPE 2" POLY C.T.S. <br />Planned Hrs <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Actual Hrs <br />3.00 <br />1.00 <br />1.00 <br />3.50 <br />Total Labor Cost: <br />__Date__ # Used <br />05/10/1996 4 <br />05/10/1996 1 <br />05/10/1995 1 <br />05/10/19g6 Z <br />Total Material Cost: <br />Description <br />""---------- Hours <br />98 GMC 5-15 --------------'- <br />87 CHEV 1 TON W/�g�E 3.50 <br />3.00 <br />Work_Description: <br />BILL T0: MIp Mp�AjN CONSTRUCTION <br />P.O. BOX 577 <br />BELLWE, WA 98009 <br />Total Vehicle Cost: <br />___Cost___ <br />18.20 <br />15.30 <br />33.50 <br />Cost <br />61.92 <br />14.91 <br />19.92 <br />74.69 <br />171.44 <br />___Cost-__ <br />72.80 <br />23.44 <br />9.87 <br />2.08 <br />-- -� <br />10✓ ; <br />