Sample COGO Ramp-Compound Spiral

 

Input Code


1 LOCATE 1 ON CHAIN L STA 10931.71 OFFSET 47
2 LOCATE 10 ON CHAIN Y8 STA 3805
3 ALI RP1C INC
4 POT 1 TD N 51 35 56.74 W
5 POT 2 TL 0
6 CUR RP1CTMP TL 0 R 3453 P DEF ?
7 SPI RP1C1B TL 0 LS 200
8 CUR RP1C1 TL 0 R 1000 P DEF ?
9 SPI RP1C1A TL 0 LS 200
10 POT 3 TL 0
11 SPI RP1C2B TL 0 LS 200
12 CUR RP1C2 TL 0 R 1200 M DEF ?
13 SPI RP1C2A TL 0 LS 200
14 POT 10 TL 300 TD N 10 39 10 E
15 END ALI RP1C
16 S CHA RP1C SPI RP1C1B CUR RP1C1 SPI RP1C1A SPI RP1C2B CUR RP1C2 SPI RP1C2A 10 STA 500
17 DES CHA RP1C

Line by Line Code Breakdown

Line 1 Locate point 1 on chain -L- station 109+31.71 (SC) offset 47' right.
Line 2 Locate point 10 on chain -Y8- station 38+05.00. This is where RP1C will tie to Y8.
Line 3 Standard Incomplete Alignment Method opening statement with ramp name.
Line 4 Starting at point 1, proceed at a tangent direction ahead for curve L3 (known).
Line 5 Point 2 with tangent of 0'.
Line 6 Temporary offset curve (3500 - 47= 3457) with an unknown positive deflection. Let Geopak solve this for you.
Line 7 Back spiral 1 statement with tangent length equals 0' and length of spiral equals 200'.
Line 8 Curve 1 with tangent length equals 0' R 1000' and an unknown positive deflection. Let Geopak solve this for you.
Line 9 Ahead spiral 1 statement with tangent length equals 0' and length of spiral equals 200'.
Line 10 Point 3 with tangent of 0'. Also Point of Reverse Spiral.
Line 11 Back spiral 2 statement with tangent length equals 0' and length of spiral equals 200'.
Line 12 Curve 2 with tangent length equals 0' R 1200' and an unknown minus deflection. Let Geopak solve this for you.
Line 13 Ahead spiral 2 statement with tangent length equals 0' and length of spiral equals 200'.
Line 14 Point 10 ties alignment RP1C and Y8 together. The 96° skew is calculated from a known -Y8- bearing at tie point.
Line 15 Standard Incomplete Alignment Method closing statement with optional ramp name.
Line 16 Recompile RP1C alignment without the first temporary curve beginning at station 5+00.
Line 17 Describe chain to check the alignment.

Note that in the above example, I have chosen three deflection angles as my unknown. However, as with any incomplete alignments script, the following combination may be chosen.

  • Up to 3 Angles (Deflections)
  • Up to 2 Radii
  • Up to 2 Directions (Bearings)
  • Up to 2 Distances (Tangent Lengths)

A combination of angles to distances to directions to radii is applicabible when valid.

 

Disclaimer: The content on the CADD Tutorial Web Pages are to be use as a general guide in producing a set of NCDOT Roadway plans. It should not be used as the sole reference to seal a set of plans. All other official manuals, such as THE ROADWAY DESIGN MANUAL and AASHTO A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS (The "Green" Book) take precedence. The content contained on the CADD Tutorial web pages has no legal merit.