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upr000160 61

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upr000160-061
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    This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

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    Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

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    University of Nevada, Las Vegas. Libraries

    Item ( 1) U n i t ( 2 ) Ho. o f U n i t s ( 3 ) Yr.Con­stricted (4) Valves - Coat ’A. $6** Vab lve, I»E S|a 14 11993*94 gj>« n • ft 6 1947 2* Check Valve • 1 I9A7 C.I. Valve Boxes « 15____ mm Total fcr Valves 60 1939*5 Pressure reducing setup complete with valves, fitting*,, pipe and concrete valve hex inel. 1-12* and 1- 6* pressure reducing valves, as per Bwg. 16180 dated Bov. 20, 1947 Ea | 19*7 Total Pressure Bedueiag Valves Misc. Eire Hydrants. Etc. 4* Tire Hydrant* Ea 10 - Hose Reel Boxes ? 10 ea 2|* CBL Eire Bose IF 700 mm Hose Bossies Ea 10 mm Hose Keels m 10 — Misc. Cone. Boxes, etc. CY 91.1 1935 Excavation « 97 **** Lumber MBM 0.39© mm Hhahole frame ft cover Ba 1 1927 Total for Misc. lire Hfd. Etc. Remove and Replace pavements and support Kfi tracks at pipe crossings I*ot Total ~ Average Age (Yrs.)__ (5) 3 15 Office of Vice President, Los Angeles, California March 23, 1951 Cost o f R e p r o d u c tio n 30 1st. Unit Hew Life Cond. Price Less (Yrs.) i $ Hew Depreciation (6) (7) (8) (9) (10) # # 67.00 67 A0.00 160 M oo 240 11.00 11 20.00 300 77.i¥ #35,485 #27,373 50 94 5,982.00 5.983 j u&a I 5.982 #5,623 8II0 14285..0000 1,245800 1,128040 * 1.55 1,085 868 B 7.5© 75 60 » 13.00 130 1104 5«© 7*© 202..5000 1,822423 1,217760 8«0 15650.00 60 48 .oo 60 m #5.205 #3.958 77.1* #20.445 #15.771 #1,472,409 #1,127,008