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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=,