Assume PI sta = 18+00, PI elev. = 100.00, L = 18 stations, incoming grade = +2%, outgoing grade = -4%
1. The elevation at station 25+00 is (a) 71.33 (b) 72.33 (c) 73.33 (d) 74.33 2. The elevation change from the PI location on the curve to the PI elevation is (a) -27.00 (b) -13.50 (c) +13.50 (d) +27.00 3. Extend the incoming grade to the PT. The elevation change from this point to the actual PT elevation is (a) -54.00 (b) -27.00 (c) +27.00 (d_ +54.00
4. The grade at a point 12 stations forward of the PC is (a) 0% (b) -1% (c) -2% (d) -3%
Assume PI sta = 18+00, PI elev. = 100.00, L = 18 stations, incoming grade =...
6. Based on the following Vertical Curve information (units in ft.): PVi Sta. 22+00, PVI Elev.- 1 134.50, gi-30%, g2+ +1.4%, L :300, what is the station and elevation of the BVC? a) 17+00; 1138.00 17+00; 1139.44 h9+50; 1142.00 d) 19+50; 1138.00 7. Based on the following Vertical Curve information (units in ft.): PVI Sta 1 134.50, gi .-30%, g2+ +1.4%, L . 500, what is the elevation on the curve at Sta. 23 22+00, PVI Elev. a) 1138.49 b)...
Problem 4 A 500 ft long sag vertical curve passes under a bridge at station 82+45. The beginning of vertical curve (BVC) is at station 81+00. A-3.6% curve meets a +4.4% curve at the point of vertical intersection (PVI), which is at elevation 425.38 ft. What is the elevation of the point on the curve under the bridge? Problem 5 The grade into a vertical sag curve is -2%. The curve length is 1,400 ft. The grade out of the...