- 2 L 450 Feet 91 3 00 G2 1 50 Vpi Station 66 50 Vpl Elevation 560 00 Feet Station X In Sta S Gix X1 2 Cu 1 (88.48 KiB) Viewed 11 times
- 2 L 450 Feet 91 3 00 G2 1 50 Vpi Station 66 50 Vpl Elevation 560 00 Feet Station X In Sta S Gix X1 2 Cu 2 (87.22 KiB) Viewed 11 times
- 2 L 450 Feet 91 3 00 G2 1 50 Vpi Station 66 50 Vpl Elevation 560 00 Feet Station X In Sta S Gix X1 2 Cu 3 (68.11 KiB) Viewed 11 times
- 2 L 450 Feet 91 3 00 G2 1 50 Vpi Station 66 50 Vpl Elevation 560 00 Feet Station X In Sta S Gix X1 2 Cu 4 (63 KiB) Viewed 11 times
- 2 L 450 Feet 91 3 00 G2 1 50 Vpi Station 66 50 Vpl Elevation 560 00 Feet Station X In Sta S Gix X1 2 Cu 5 (83.28 KiB) Viewed 11 times
L = 450 feet g1= - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station 91X X/2 Х (in sta's) Curve Elevation EVC Sta 68+00 67+00 66+00 65+00 0.75 -2.25 0.28 564.78 BVC Sta: 0 0 0 566.75 What is the curve elevation at station 67+00? O 562.38 O 562.48 O 562.58 O 562.28
L = 450 feet g1 = - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station 91X rX/2 X (in sta.'s) Curve Elevation EVC Sta: 68+00 67+00 66+00 65+00 0.75 -2.25 0.28 564.78 BVC Sta: 0 0 0 566.75 What is the double difference? O 1.00 O 0.75 O -1.50 O -1.00
क L = 450 feet g1 = - 3.00% 92 - +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station gix FX372 X (in sta.'s) Curve Elevation EVC Sta: 68+00 67+00 66+00 65+00 0.75 -2.25 0.28 564.78 BVC Sta: 0 0 0 566.75 What is the station of the low point? 67450 O 67+25 67400 O 67+75
L = 450 feet 91 = - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet + Station 91X FX/2 Х (in sta's) Curve Elevation NI EVO Sta 68+00 67+00 66+00 65+00 0.75 -2.25 0.28 564.78 BVC Sta 0 0 0 566.75 What is the elevation of the low point? O 562.28 O 562.25 O 562.15 O 562.20