CADD Engineering Standards - Ohio Department of Transportation
CADD Engineering Standards - Ohio Department of Transportation CADD Engineering Standards - Ohio Department of Transportation
January 18, 2013 Spiral PS18512B Type 1 Spiral Element Angle 6° 27' 00.0" (LT) P 2.016 BK S 1° 03' 01.0" W LS 215.000 K 107.455 AH S 5° 23' 59.0" E R 954.930 LT 143.429 Defl 2° 08' 59.2" YS 8.060 ST 71.753 Deg 6° 00' 00.0" XS 214.728 LC 214.879 Spiral Coordinates *------------------* Point North East Station ----- ------------------- ------------------- ------------------- TS 721,044.089 1,360,571.641 60+28.872 PI 720,900.685 1,360,569.012 61+72.300 SC 720,829.250 1,360,575.764 62+43.872 CC 720,919.112 1,361,526.456 Circular Section Curve Data *----------* Curve PS18512 P.I. Station 67+07.858 N 720,367.323 E 1,360,619.427 Delta = 51° 49' 44.0" (LT) Degree = 6° 00' 00.0" Tangent = 463.986 Length = 863.815 Radius = 954.930 External = 106.755 Long Chord = 834.663 Mid. Ord. = 96.020 P.C. Station 62+43.872 N 720,829.250 E 1,360,575.764 P.T. Station 71+07.687 N 720,116.172 E 1,361,009.564 C.C. N 720,919.112 E 1,361,526.456 Back = S 5° 23' 59.0" E Ahead = S 57° 13' 43.0" E Chord Bear = S 31° 18' 51.0" E Spiral Ahead Spiral PS18512A Type 2 Spiral Element Angle 6° 27' 00.0" (LT) P 2.016 BK S 57° 13' 43.0" E LS 215.000 K 107.455 AH S 63° 40' 43.0" E R 954.930 LT 143.429 Defl 2° 08' 59.2" YS 8.060 ST 71.753 Deg 6° 00' 00.0" XS 214.728 LC 214.879 Spiral Coordinates *------------------* Point North East Station ----- ------------------- ------------------- ------------------- CS 720,116.172 1,361,009.564 71+07.687 PI 720,077.333 1,361,069.896 71+79.440 ST 720,013.736 1,361,198.455 73+22.687 CC 720,919.112 1,361,526.456 ------------------------------------------------------------------------------ Ending SCS PS18512 description End Region 1 Equation: Sta 73+22.687 (BK) = Sta 74+15.378 (AH) ---------------- Begin Region 2 Point CS01 N 720,013.736 E 1,361,198.455 Sta 74+15.378 Course from CS01 to PI13 S 63° 40' 43.0" E Dist 595.782 Point PI13 N 719,749.563 E 1,361,732.466 Sta 80+11.160 =============================================================================== Ending chain CLPS185 description 98 ODOT CADD Engineering Standards
504.3 Vertical Alignment ASCII Reports January 18, 2013 When vertical alignment reports in ASCII text format are required, the following information shall be included in the ASCII reports: • Station and elevation for all vertical alignment key-points (VPI, VPC, VPT, etc.) • Entrance and exit grades for vertical curves. • Vertical curve length. • K-Value for each vertical curve. • Stopping sight distance for crest vertical curves. • Station equations. • All stations, distances, grades, and elevations shall be shown to three decimal places. The vertical alignment reports shall be stored in the \geopak\output directory using the following file naming convention: nnnnn_Profile_Name.txt nnnnn = Five digit PID Number Name = The GEOPAK COGO Chain name Example: 12345_Profile_PS185P.txt Each vertical alignment report shall be stored as a separate ASCII text file. The GEOPAK Print Profile command can be used to generate an ASCII report containing the required information. From the GEOPAK Coordinate Geometry dialog, select Element > Profile > Utility to access the dialog shown below, select the desired profile, and then select Print. ODOT CADD Engineering Standards 99
- Page 55 and 56: January 18, 2013 In order to apply
- Page 57 and 58: 208 Seed Files 208.1 General Januar
- Page 59 and 60: 211 Working Units 211.1 General Jan
- Page 61 and 62: 214 GEOPAK Criteria Files 214.1 Gen
- Page 63 and 64: 300 FILE MANAGEMENT 301 General 301
- Page 65 and 66: January 18, 2013 Figure 302-1 Minor
- Page 67 and 68: January 18, 2013 Figure 302-3 Proje
- Page 69 and 70: January 18, 2013 Figure 302-9 Struc
- Page 71 and 72: 303 References 303.1 General Januar
- Page 73 and 74: 303.2.1 Types of Models January 18,
- Page 75 and 76: 303.2.3 Model Properties January 18
- Page 77 and 78: 303.2.4 Referencing Models January
- Page 79 and 80: January 18, 2013 Final plan sheets
- Page 81 and 82: 304.3 File Name Format January 18,
- Page 83 and 84: Supplemental Description Examples:
- Page 85 and 86: January 18, 2013 4. To save these c
- Page 87 and 88: Figure 304-1 File Name Type Codes B
- Page 89 and 90: SIGNAL SHEETS Notes - CN General Su
- Page 91 and 92: 306.2 GEOPAK COGO Element Names Jan
- Page 93 and 94: COGO Right of Way Elements Chains R
- Page 95 and 96: (1) Project Name: For this example,
- Page 97 and 98: 400 PLOTTING 401 General 401.1 Gene
- Page 99 and 100: 401.2.3 Shading The following are o
- Page 101 and 102: 502.2 Saved View January 18, 2013 W
- Page 103 and 104: Figure 503-2 504 CADD File Requirem
- Page 105: January 18, 2013 A sample ASCII rep
- Page 110 and 111: January 18, 2013 Each horizontal al
- Page 112 and 113: January 18, 2013 504.6 Monumentatio
- Page 114 and 115: January 18, 2013 Left Offset/Right
- Page 116 and 117: January 18, 2013 The XS Reports dia
- Page 118 and 119: January 18, 2013 Select the Apply b
- Page 120 and 121: Appendix A - CADD Information Table
- Page 122 and 123: Appendix A - CADD Information Table
- Page 124 and 125: Appendix A - CADD Information Table
- Page 126 and 127: Appendix A - CADD Information Table
- Page 128 and 129: Appendix A - CADD Information Table
- Page 130 and 131: Appendix A - CADD Information Table
- Page 132 and 133: Appendix A - CADD Information Table
- Page 134 and 135: Appendix A - CADD Information Table
- Page 136 and 137: Appendix A - CADD Information Table
- Page 138 and 139: Appendix A - CADD Information Table
- Page 140 and 141: Appendix A - CADD Information Table
- Page 142 and 143: Appendix A - CADD Information Table
- Page 144 and 145: Appendix A - CADD Information Table
- Page 146 and 147: Appendix A - CADD Information Table
- Page 148 and 149: Appendix A - CADD Information Table
- Page 150 and 151: Appendix A - CADD Information Table
- Page 152 and 153: Appendix A - CADD Information Table
- Page 154 and 155: Appendix A - CADD Information Table
504.3 Vertical Alignment ASCII Reports<br />
January 18, 2013<br />
When vertical alignment reports in ASCII text format are required, the following information shall be<br />
included in the ASCII reports:<br />
• Station and elevation for all vertical alignment key-points (VPI, VPC, VPT, etc.)<br />
• Entrance and exit grades for vertical curves.<br />
• Vertical curve length.<br />
• K-Value for each vertical curve.<br />
• Stopping sight distance for crest vertical curves.<br />
• Station equations.<br />
• All stations, distances, grades, and elevations shall be shown to three decimal places.<br />
The vertical alignment reports shall be stored in the \geopak\output directory using the following file<br />
naming convention:<br />
nnnnn_Pr<strong>of</strong>ile_Name.txt<br />
nnnnn = Five digit PID Number<br />
Name = The GEOPAK COGO Chain name<br />
Example: 12345_Pr<strong>of</strong>ile_PS185P.txt<br />
Each vertical alignment report shall be stored as a separate ASCII text file.<br />
The GEOPAK Print Pr<strong>of</strong>ile command can be used to generate an ASCII report containing the required<br />
information. From the GEOPAK Coordinate Geometry dialog, select Element > Pr<strong>of</strong>ile > Utility to access<br />
the dialog shown below, select the desired pr<strong>of</strong>ile, and then select Print.<br />
ODOT <strong>CADD</strong> <strong>Engineering</strong> <strong>Standards</strong> 99
Change language