414
bms ela excoed ansqu b¬tda boa tark" add a sogro est dans
fork Mar etlip tot batisq had asjonarov art Jails bewoite
autoriquoris Van J Ang mottoď oda mont afɗtate con AAW RIAT
roitlang raišuosy of .AI .ok athl~f no worth friw bado adnato se
fost ade od tutoq yitenfo Behled dora enerit ni exogo ont to
value? to ne noftshnuot to redder a doner og for at et ande
mtank bne (stroða/
eit has beq:i**a »ried won al enblad ad”
•
**
*s nada notribuon razred on at ed os 3720 8 BCATO*00 -‡I
to tant exið hra sro reid a tow at suhird gild at .SI „of ambtze
Bjarg dorst of mangora vino Iberon eɗ of are bugs frow
ooth I mild 970x37 of his ademundo duameo to atoval arts goswted
ad Illw a belt janela att nå startanon Jnaveo et antang adewakoo
bus tariqit qui beltran ad reim aflibnsqa er*** atologe v mroh
non eft nowwred ontstelh edd atarlw genbind toďto bus ride at
base Traile nselo to nollers & trator fuan el molterPOT BOA
Bobanixe add his tage afa alt naewżed n? arq ed £££w
hla mwoh asth no Law goth a anni pa* *I .*£ .oll omhive
.08
viyakhxoong na I bna zravni na tot terved erir ad IIIw haa
.eroh ad or alia rat golanstra
cutting to the south and put in the solid rock. The stream could
easily have been trained into it and all that was raqukred was
a twelve foot high wall on one side founded on solid rock and
a cut through the end of the cutting over which fifteen foot
girders might have been placed.
23.
Bridges 22 and 22-A might have been founded in a
similar way. Bridea No. 22 developed cracks in the parapet
walls about twelve feet from the end in both the twenty foot
spans. This was due to insufficient backing on the twenty foot
spans owing to which the line of pressure came too close to the
intrados of the twenty foot arches. I have had extra weight
put on.
24.
Bridge No. 22-A is a double barrelled culvert which
had cracked badly parallel to the xxx centre line of the Rail-
-way. The floor of the culvert was built in reinforced concrete
and the crack occurred at the junction of the rod lengths which
showed an insufficient lap. The crack has been grouted up with
cement mortar and shme charmel irons which were spare have been
dowelled in to the floor and concreted over. Along the side
walls iron dowels have been placed and the cracks grouted up.
There is a good cushion over the barrels.
.IS
25.
no bebrat al mobler mitt dquart‡IA
aria deporuke rroba a rend avad of oxcarga eredt foot stop
.Toolt hae (law qoch a „mirne" (Chw niet -naje medtron
baborot el bue autoinda etsromos 8 at 8f .of m¬b}~f
.99
fizporede yaw Mail hoqolavah elos*3 „hran hannof redew onwoo Te
Inoo I dquovis (A,twas erit 70 exon9o aut ta has 、eznaetuda art
-wore mws-brittw gated no rsd sit dont erloja duoda twoh “ad a tem
hoxhm ntfoɛl vra er OF THOIUA tos naob emrit telt oa arafa ha-
anoitatter art of dostɗue el doidw mhirð atfe bran and Halw
dievera of Law qorb a quodtw #Ilud mand an ohi sia to
Claw qoth a halt avar! I .anol jabro? bras edo miedo bre 2008
ot mad at 31 .antova sit me wond barkut drevni ka bne e tro
nistrean? dowe ni batnafar araw aeshind barlota vilw buerate br
.bear to Araw a‡xevni bazaelen t wiw bus abruot
edit to bre stron erit de batsoof used oweit hinorfa egen att r}
Bridge No.
33.
I have had levels taken hetween the
/
two centre spans of this bridge and the result shows that there
has been ascour of about two feat throughout. In this connection
kindly refer to Mr. A. J. Barry's report. The depth of founda-
-tions is only five feet below the river bed as you will see
from the ferro type which shows what I am having carried out.
The only way to get in the drop walls will be to grab them and
to pack in cement concrete in bags. It will be better to put a
drop wall on the up stream side as wells. I am conscious that
the two foot floor proposed is not very thick and if possible
to divert the stream through ons opening at a time, I will have
the floor faced with flat rubble slabs set in cement.
26.
Bridge No. 35. One span twelve foot girder, in a
BWAID
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