ET-PLUS |
SS-409 |
ET-PLUS Concrete Pavement
Installation - 50' (Arizona) With 12'-6" Panels, 7 SYT
Posts in Tube Sleeves & 1 HBA Post on Concrete With Leavouts (09/20/07) |
|
ET-PLUS Concrete Pavement
Installation - 50' With 12'-6" Rails & 8 Post Sleeves:
Plan, Elevation & Section (09/30/03)
Superceded by drawing SS-409. This installation remains
acceptable for maintenance. |
|
ET-PLUS Asphaltic
Concrete Installation - 50' With 12'-6" Rail Panels &
HBA Posts 1 & 2: Plan, Elevation & Section (06/30/06)
The
01/23/03 Installation remains acceptable for maintenance. |
|
Superceded 01/10/03 by SS-358 & SS-359: ET-PLUS 50'- 0" Plan, Elevation & Section, ARIZONA.
NCHRP 350 Test Level 3. With 12'-6" Rails, 2 Post Sleeves
without soil plate, and Angle Strut. Revised
10/25/02 to include concrete pad option. This
installation remains acceptable for maintenance. |
SS-353 |
This drawing is for NCHRP 350 Test Level 2 (Asphaltic Concrete installation only),
and is available upon request. |
ET-2000 PLUS
Superceded By ET - PLUS |
|
ET-2000 PLUS Plan, Elevation
& Section. NCHRP 350 Test Level 3. With 12'-6" Rails
& 2 Post Sleeves. Superceded by drawing
SS-334 with revised Strut Assembly. This installation remains
acceptable for maintenance. |
ET-2000 LET,
Superceded By ET-2000 PLUS |
|
ET2000-LET Plan, Elevation & Sections,
Rev. 1 |
ET-2000,
Superceded by ET-2000 LET, 2/96 |
|
ET-2000, Plan, Elevation & Sections,
Option B, Rev. 1, Sheet 1 of 1 |
|
ET-2000, Option B Only Details, Rev. 2,
Sheet 2 of 2 |
SRT Series |
SRT-350 (12.5' Panels, HBA Posts) |
|
Slotted Rail Terminal SRT-350 Erection Details (12.5' Panels,
HBA Posts) - Arizona (Revised
01/10/03) |
SRT-350 (8 Post System),
Superceded by 7 Post System (SS-355),
5/22/02.
This installation remains acceptable for maintenance. |
|
Slotted Rail Terminal Post
Layout and Erection Details SRT-350 (12.5, 8 Post) Rev.
2 |
SRT-350 (9 Post System)
Superceded by 8 Post System. This installation remains acceptable
for maintenance. |
|
Slotted Rail Terminal SRT-350 Post Layout
and Erection Details, (25, 9 Post) Rev. 2 |
FLEAT Series |
FLEAT-350, Flared Energy Absorbing Terminal, (FLT-US, 1-1) |
|
Assembly (6'-3" Post Spacing) for Wood
Breakaway Post System (Revised 11-26-02) |
|
Assembly (6'-3" Post Spacing) for Wood
Breakaway Post System (Revised 7-17-02) |
|
Assembly: Superceded by FLT-W-US with 6'-3" Post Spacing. Post
Spacing on FLT-US is still acceptable. |
SKT Series |
SKT-350 Sequential Kinking Terminal |
|
Concrete Pavement Application, Plug-weld Steel Posts
in Foundation
Tubes, 9/20/07 |
|
Concrete Pavement Application, 8 Foundation
Tubes, 9/30/03.
This drawing superceded by
drawing SKT-S-8US-AZ LEAVEOUT. This installation remains
acceptable for maintenance. |
|
Assembly, 2 Foundation Tube Option, Wood
Posts
(Revised 11-26-02) |
|
Assembly, 2 Foundation Tube Option, Wood
Posts
(Revised 7-17-02) |
|
Assembly, 2 Foundation Tube Option: Superceded
by SKT-W-2US |
