ET-PLUS |
|
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Superceded by drawing SS-409.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 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. Superceded 01/10/03 by SS-358 &
SS-359. This installation remains acceptable for maintenance. |
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(Superceded By ET - PLUS) |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 Superceded by drawing SS-334 with revised Strut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
|
|
ET2000-LET Plan, Elevation & Sections,
Rev. 1. Superceded by ET-2000 PLUS |
ET-2000
|
|
ET-2000, Plan, Elevation & Sections,
Option B, Rev. 1, Sheet 1 of 1. Superceded by ET-2000 LET, 2/96 |
|
ET-2000, Option B Only Details, Rev. 2,
Sheet 2 of 2 |
SRT Series |
SRT Series (8 Post System) |
|
Slotted Rail Terminal Post Layout and Erection Details SRT-350.
Superceded by 7 Post System (SS-355),
5/22/02. This installation remains acceptable for maintenance. |
SRT 350 (9 Post System) |
|
Slotted Rail Terminal SRT-350 Post Layout and Erection Details, (25', 9 Post) Rev. 2.
Superceded by 8 Post System. This installation remains acceptable
for maintenance. |
FLEAT Series |
FLEAT-350, Flared Energy Absorbing Terminal, (FLT-US, 1-1) |
|
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Assembly: Superceded by FLT-W-US with 6'-3" Post Spacing.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, 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 This drawing superceded by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Assembly, 2 Foundation Tube Option: Superceded
by SKT-W-2US |
