Point | Station | Incremental chord distance (c) | Incremental deflection angle () | Total deflection angle () |
PC | 50+93.93 | - | - | |
P1 | 51 | 6.07 | 096 | 096 |
P2 | 52 | 100 | 023000 | 023906 |
P3 | 53 | 100 | 023000 | 050906 |
P4 | 54 | 100 | 023000 | 073906 |
P5 | 55 | 100 | 023000 | 100906 |
P6 | 56 | 100 | 023000 | 123906 |
PT | 56+20.60 | 20.6 | 003054 | 131000 |
SRV 111-SURVEYING II-TEST Highwaur CURVEK THE PI IS AT 53+62, I IS 26 20', FOR A...
5. For a horizontal curve, A=82'30', the station of the PC is 6+14.00, and terrain conditions require the minimum radius permitted by the specifications of, 100 ft. (are definition). Calculate (15 points): a. The stationing of PI and PT, and the external (E) and middle ordinate distances (M) and chord length (LC) for this curve. b. Compute sub-deflection angles and sub-chords to stake out this curve. Use quarter-stations 1251 (Note: In the example we solved together in class, we used...
Name: Grade: /10 Dec 3, 2018 w ..CA-Horizontal Curve VI FORT WAYNE Tabulate R or D, T, L, E, M, PC, PT, deflection angles, and incremental chords to lay out the circular curves at ful stations (100 ft) for the Highway curve with R 1200 ft, I-30°00, and PI station 45+ 50.00 ft. Station Chord Defl. Increment Defl. Angle
Tabulate R or D,T,L,E,M,PC,PT, deflection angles, and incremental chords to lay out the circular curves at full stations (100 ft or 30 m ) Highway Curve with Da = 2° 30', I = 10° 30' , and PI = 36 +44.50 ft.
24.7 Assignment 5 Due Date: April 24, 2018 Tabulate R or D, T, L, E, M, PC, PT, deflection angles, and incremental chords to layout the circular curves at full stations (100ft or 30m) in problems 24.7 through 24.14 24.7 Highway curve with D 2°30', I 10°30', and PI station 36+44.50 ft 24.10 Highway curve with R 900m, I 1230', and PI station 4+200.600 m
the answer in this picture is wrong !!! 190 Given A - 250 20, R 850 ft and the PI station 53+11.10, Compute the deflection angles of at even 80 ft stations. T= R tan 2 - 850 tan 25 26 D=25'20' R=ssoft T: 191.04 PI = 53+11.10 L = T RA I (850)(25 26') angles asoft. (l= 375.83 Pc = station PI-T ) 53+11.10 - 191.04 51+ 20.06 PT a station peth a 33+11.80 + 375.83 56+86.93] ? a...
Please complete the chart and explain how to solve number 16. Thank you. oN2ohtal curves .The deflecti n angle used when sighting back on the curve during a move up was wrong, causing the curve to get wasn't enough, and the construction equipment removed the stakes. Using the wrong backsight when laying out a curve by QUESTIONS AND PROBLEMS Calculate the missing curve parts in the following Table. Curve# 1 of Curve E M.O. LC 1 18°54' 357.25 2 2930...
1. Given the following horizontal curve and spiral data: Total tangent deflection angle (A) = 30° Rt. D = 5° Design Speed = 50 mph Two lane road in Southern Climate PI Station @ 64+20.00 Find Land e from Table 13.8 or 13.9 (see handouts) Compute: As = Ac Y Xs es = R= P= TS Compute the stations of: T.S. = S.C. = C.S. = S.T. = Compute the Long Tangent and the Short Tangent Spiral Curve Equations Spiral...
1. Given the following horizontal curve and spiral data: Total tangent deflection angle (A) = 30° Rt. D=50 Design Speed = 50 mph Two lane road in Southern Climate PI Station @ 64+20.00 Find and e from Table 13.8 or 13.9 (see handouts) Compute: R P= Compute the stations of: T.S. = S.C. = C.S. S.T. = Compute the Long Tangent and the Short Tangent PI 4 CPI To AC ST To S.C. C.S. SPI, SPI -Ls 20$ Cc 3...