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man000171 50

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Digital ID

man000171-050
    Details

    Rights

    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.

    Digital Provenance

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

    Publisher

    University of Nevada, Las Vegas. Libraries

    LOS ANGELES AND SA LT LAKE RAILROAD CO, Valuation of Collection and Transmission Facilities (as of December 31, 1950) 0} (0 u e o Reproduction Cost ITEM Quantity i .......... .... ................ Probable Total Lif s 6 8 , < Remaining Life Annual Depr Rate - % New Less Deprec. Reservoir No. 2 Charleston Blvd. 1,200,000 gal0 capa , 1 8 3 5 dia., concrete floor slab, reinf. con­crete walls, comp, roof on frame rafters on concrete posts, frame vent, area on top of roof, galv. iron gutters and downspouts with drains Excavation 1746 CY 50 3 47 2 1 6,985 $ 6,566 Backfill 1746 CY ft If It ft 2,625 2,468 Conorete 989 CY *1 ft n n 38,405 36,101 Reinforced Steel 72,000 # it ft tt ti 10,030 9,475 Sand Cushion 466 CY If Yl n it 3,961 3,723 Rubble concrete at spillway 16 CY n II IV it 320 301 Lumber 87 FBM 47 3 44 2.13 21,140 19,812 Misa. Hardware 2200 # 50 3 47 2 660 620 Steel Plates 2142 # II II II It 545 512 Roofing 287 SQ 25 3 22 4 4,592 4,041 Screens 2081 SF n ii II II 417 367 Expansion Joints 2152 LF 50 3 47 2 3,230 3,036 Painting LS 25 3 22 4 800 704 Roof Gutters G.I0 600 LF n II It It 450 396 Down Spouts 6 Ea ti 19 II ft 48 42 6” V.C.Po Drains 98 LF it It II it 90 79 ,=35=,