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