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upr000336-064
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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

    L . E . A R N O L D , Vice P residenf » P I P E a W A T E R W O R K S S U P P L I E S 3 2 4 - 2 5 - 2 6 WALKER BANK BUILDING August 12, 1921. C hief Engineer, Los Angeles & S alt Lake R.B.. Co., Los Angeles, C a lif. Dear S ir : Some few years ago^w e had the p r iv ile g e of quoting p ric e s on pipe fo r some paroposed water pipe lin e near Las Vegas fo r your Company f The w r ite r p erson a lly c a lle d at your o f f i c e and learned th at you had decided to i n s t a l l re in fo rc e d concrVte pj^ e. Since the maximum pressure in the lin e was something above 100 fo o t head, we wondered whether you would have tro u b le a f t e r some usage. We have met w ith poor success in th e use o f concrete pipe fo r pressures exceeding 50 fo o t head. I f you can take the tim e to inform us what your experience has been w ith the concrete pipe in s ta lle d a few years ago in Nevada; a lso we should be glad to have you sta te under what pressure the pipe has been servin g and what character o f jo in t s , i f i t were jo in te d p ip e. Thanking you in advance, we remain, Yours t r u ly , THE D.C President. DCD M