| Content |
Date |
Revised
Sections/Subsections |
Document
Change Memo |
| Issuance of Design Manual |
June 6, 2007 |
All |
N/A |
| Revised 3rd sketch in Exhibit 1A-40, U-Turn
Structural Section |
August 2, 2007 |
1A.5.3 |
N/A |
Added paragraph under “The Extreme Event
Limit States – Direction” to provide Load Ratings
for new bridges as required by the NBIS for Structural Inventory
and Appraisal (SI&A) database |
August 2, 2007 |
2.2.1 |
N/A |
Revised 3rd paragraph of Subsection Direction on replacing existing inlets with Eco Grate or curb piece |
June, 2007 |
4.7.5 |
N/A |
| Design requirement for seismic evaluations is revised to reflect current NEHRP (2003) provisions |
December 18, 2007 |
2.2.6.3 |
|
| Revised Exhibit 1A-23 to include absolute minimum values for ramp lane widths |
December 18, 2007 |
1A.3.4 |
|
| Correction of typographical error in the shoulder widths of Exhibits 2-108 and 2-100 |
December 5, 2007 |
Exhibits
2-108 and
2-110 |
|
Revised language in the first and fifth paragraphs of this Section for Span-type Sign Structures |
December 21, 2007 |
2.5.1.2.a |
|
| Additional guidance provided for the selection of cantilevered or non-cantilevered piers |
August 25, 2008 |
2.2.5.1 |
|
| Revised Exhibit 2-214 for general guidelines
on Turnpike pier details |
August 25, 2008 |
2-214 |
|
Construction of Longitudinal Joints for Wide
Structures |
August 25, 2008 |
2.2.4.2(1) |
|
Guidance provided for the use of integral
abutments on bridges |
August 25, 2008 |
2.2.5.2(5) |
|
| Revised Exhibit 2-200 abutment plans |
August 25, 2008 |
2-200 |
|
Additional Design Structural Software |
October 15, 2008 |
2.2.7.2 |
|
