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Det Ails of Expansion Joint in Concrete Carriagewa Y: Highways Department

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0% found this document useful (0 votes)
24 views1 page

Det Ails of Expansion Joint in Concrete Carriagewa Y: Highways Department

Uploaded by

cho673524
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Holes <tilled in Ihe liler Seaing groove and

to give a dowel bar sleeve approved joint sedant


a "push fit" (see deloil C in Drg No.
~eilforcement
\
(where specified) \ r l d steel dowel bars sow cut at
both ends, at mid-depth and at
q; H'109)

1
300mm centres

~j-------~
300 :!: 50mm - 60 :!: IOmm cover

Wire ties~. .\'} :--I


~---'-------
1 .20

.". ~ ~ 1\ "
I
I 1\ I
J>O CompressiJle filer .". '-7

~6mm •
~
" ~
Cradle bent
6mm dio. 01
300rrm centres
~
Ilia.
tie bars
fI
Preformed PVC light
fillilg dowel sleeve

bed/ ~o.'25mm
I

liar tar Compressible joilt filer


t1 pert cement (2Onm Thick) polythene sheeting
to J parts sand)
over f"lwidlh

DIIENSIONS OF MlD STEEL DOWEL BARS

Slob Itickness Dowel bars Sleeve


(mm) Dio.tmm) Length(mm) Lenglh(mm)
• 150 ond over 25 650 400

Former Drg. No. H,003/3


• Dowel ben en not recommended for June 94
with general revision
slobs thinner thon 150mm
REF. REVISION SIGNATIJlE DATE

HIGHWAYS DEPARTMENT
DET AILS OF EXPANSION JOINT REFERENCE DRAWING No.
lE£.
IN CONCRETE CARRIAGEWA Y SCALE H 1105
Dia!rommotic

w:\stddrgs\h1105.dgn May. 04, 2000 15:00:1

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