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ENGINEERING YOUR SAFETY
WWW.HIGHWAYCARE.COM
Rev. C
–
10/18
©2018 Highway Care Limited. All Rights Reserved.
Page
53
of
61
Anti-Gawk Screen Foundation Pavement & Anchor Details
Australia & New Zealand Approval Pavement Category
Type 1
Concrete
Type 2
Deep lift asphaltic concrete
Type 3
Asphaltic concrete
over granular
pavement
Type 4
Flush seal over
granular
pavement
Type 5
Unsealed
compacted
formation
Type 6
Natural
surface
Sy
stem
Ty
pe
Standard with
Highway Care
Screen
Up to 36m
anchoring
•
M24 250mm threaded bar with resin
•
M24 460mm threaded bar with resin
•
1” Kelkin Leftie 18.25” (464mm) with Keligrout
•
1” Kelkin Leftie 14.25” (362mm) with Keligrout
•
M24 Mechanical Anchor.
AUS ONLY.
Anchor spacing at 36m;
•
1”
Kelkin Leftie 20.13
” (
511mm) with
Keligrout.
AUS ONLY.
Anchor spacing at 24m;
•
M24 460mm threaded bar with resin.
AUS
ONLY.
•
1” Kelkin Leftie
18.25” (464mm) with
Keligrout
Anchor spacing at
24m;
•
M24
460mm
threaded bar with
resin.
AUS ONLY.
Anchor spacing at 36m
& bow tie anchor;
•
M24
460mm
threaded bar with
resin.
AUS ONLY.
Not permitted -
see note.
Not
permitted -
see note.
Not
permitted
- see
note.
LDS with Highway
Care Screen
12 metre anchoring
•
M24 250mm threaded bar with resin
•
M24 460mm threaded bar with resin
•
1” Kelkin Leftie 18.25” (464mm) with Keligrout
•
1” Kelkin Leftie 14.25” (362mm) with Keligrout
•
M24 Mechanical Anchor
•
M24 460mm threaded bar with resin
•
1” Kelkin Leftie 18.25” (464mm) with
Keligrout
•
M24 460mm
threaded bar with
resin
Not permitted -
see note.
Not
permitted -
see note.
Not
permitted
- see
note.
MDS with Highway
Care Screen
6 metre anchoring
•
M24 250mm threaded bar with resin
•
M24 460mm threaded bar with resin
•
1” Kelkin Leftie 18.25” (464mm) with Keligrout
•
1” Kelkin
Leftie 14.25” (362mm) with Keligrout
•
M24 Mechanical Anchor
•
M24 460mm threaded bar with resin
•
1” Kelkin Leftie 18.25” (464mm) with
Keligrout
•
M24 460mm
threaded bar with
resin
Not permitted -
see note.
Not
permitted -
see note.
Not
permitted
- see
note.
Notes: Alternative anchor options may be used that replicate the strength/characteristics of tested anchors. Alternative anchor options will require a local site specific risk assessment. There may be the need for a geotechnical report as to ground
suitability for the type of pinning required. If conflict arises with details listed within this manual, then the conditions in state approval documents take precedence. Refer to drawing BG-70-38 for wind loading requirements.