STATION NORTHINGS 0+000 11475.55 PI1 11478.80 P12 11179.37 P13 10804.76 P14 10512.37 V1 11245.48 11074.50 10203.85 V2 END LINE 0-PI1 PI1-V1 V1-V2 V2-P13 PI3-P14 PI4-END CURVE 1stCurve 2nd Curve 3rd Curve 4th Curve 5th Curve PC PT PC2 PCC PT2 PC3 PRC PT3 END AZIMUTH 1 STATIONING 0+000 EASTINGS 8927.24 9291.91 9546.66 9282.44 9433.48 9490.41 9472.69 9016.99 DISTANCE R T END OF ROAD LC 13 15 R5 PC1 R1 LC1 11 R3 P13 PI1 PT1 PC3 PT3 R2, 1+140 LC4 LC5 12 PRC Lc2 Lc3 PT2 PC2 R4 14 P14 V1 PCC P12 V2
STATION NORTHINGS 0+000 11475.55 PI1 11478.80 P12 11179.37 P13 10804.76 P14 10512.37 V1 11245.48 11074.50 10203.85 V2 END LINE 0-PI1 PI1-V1 V1-V2 V2-P13 PI3-P14 PI4-END CURVE 1stCurve 2nd Curve 3rd Curve 4th Curve 5th Curve PC PT PC2 PCC PT2 PC3 PRC PT3 END AZIMUTH 1 STATIONING 0+000 EASTINGS 8927.24 9291.91 9546.66 9282.44 9433.48 9490.41 9472.69 9016.99 DISTANCE R T END OF ROAD LC 13 15 R5 PC1 R1 LC1 11 R3 P13 PI1 PT1 PC3 PT3 R2, 1+140 LC4 LC5 12 PRC Lc2 Lc3 PT2 PC2 R4 14 P14 V1 PCC P12 V2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
DO ONLY PART 1
Coordinates of Intersecting Points
Length of Chord of the First Simple Curve is 132.24 m
Degree of Curve of the first curve of the compound Curve is 8 degrees
The deflection angle of Sta. 1+140 from PC3 is 15°28' and the corresponding chord distance is 94.49 m.
REQUIRED:
1. The azimuth and distance of the tangent lines.
2. The Intersecting Angle (I), radius (R), tangent distance (T), Length of Curve (Lc) of the curves
3. The Stationing of PC, PT, PC2, PCC, PT2, PC3, PRC, PT3 and End of Project
Fill up your answer on the given table.
Stationing at the beginning of the Road is equal to (0+000) + 77
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