Design: Policy Publications & Resources | Errata
This page provides Design Manual technical errata. Use the table below to locate errata for specific sections and pages.
How current is the errata?
- New versions of the Design Manual are periodically published. At that time, errata is incorporated into the manual.
- The following errata was updated October 14, 2009.
Table of Errata to June 2009 Design Manual
|
Chapter |
Page |
Location |
Errata/Change |
Date |
|
720 |
720-8 |
The last sentence on this page gives outdated chapter numbers in reference to the bike and ped chapters. |
When pedestrains or bicyclists are anticipated on bridges, provide facilities consistent with guidance in Chapters 1510 and 1520. |
8-13-09 |
|
1510 |
1510-41 |
Exhibit 1510-23(continued), Case H |
A note in Case H of this exhibit should be revised to read: See Chapter 1610 for lateral clearance. |
8-13-09 |
|
1100 |
1100-19,
1100-21,
1100-23 |
Notes [2] [3] [4] & [21] |
Revise the last sentence of these notes to read: See 1100.03(6) |
8-14-09 |
|
1410 |
1410-17 |
Exhibit 1410-4a, Note [1]. |
Note [1] refers to the wrong chapter.
Revise Note [1] to read: "For on-connection details and for acceleration lane length, see Chapter 1360." |
10-09-09 |
|
1340 |
1340-7 |
Exhibit 1340-4 |
The updated Exhibit at left clarifies the 50' Template C approach radius is tangential to the edge of the travelled lane. |
10-13-09 |
|
1360 |
1360-32-1360-33 |
Exhibit 1360-14d and 1360-14e. |
See link at left for corrected exhibits.
Exhibit 1360-14d is corrected to show the departure angle (90 degrees, 17 minutes) is measured from the freeway lane edge.
Exhibit 1360-14e is revised to show the 90 degree departure angle is technically measured from the freeway lane edge. |
10-13-09 |
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