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AQUINCUM

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8. kép: A „B” árkot átszelő római fal<br />

Fig. 8: Roman wall running accross the trench “B”<br />

színű, hogy a kőalapozás agyagból épített<br />

felmenőfaláról van szó, mert az omladék a<br />

falkiszedésen is nyugszik, tehát az épület<br />

kőanyagának kitermelése után került oda.<br />

Az árok déli végében, ugyancsak az említett<br />

faltól keletre, de jóval mélyebben, vízszintes<br />

kiképzésű, tégladarabokból összekötött<br />

padlóalapozási szintet találtunk.<br />

Mindez arra utal, hogy az épület kelet felé<br />

még a Szentendrei út alatt is folytatódott.<br />

A 2004. évi feltárások megválaszolatlanul<br />

hagytak egy sor kérdést a canabae<br />

északi, elővárosi beépítettségével kapcsolatban.<br />

A legfontosabb probléma az aquaeductus<br />

nyomvonalának tisztázatlansága.<br />

A Filatorigáton nem sikerült megfognunk<br />

sem az áruház alapjában, sem a Mozaik<br />

utcai felüljáró alatt, sem pedig a Szentendrei<br />

út nyugati oldalán, ahol a leginkább<br />

számítottunk rá. Mindazonáltal, a<br />

feltárások eredményeképpen, a lehetséges<br />

50<br />

did not reach the Roman level, there was<br />

no need to completely uncover the area<br />

to be impacted by this access road. Two<br />

parallel stone walls laid in the earth were<br />

uncovered in the test trench curving in a<br />

northeast–southwest direction. The westerly<br />

0.4 m wide wall was made of small,<br />

poor quality stones. Only its removed wall<br />

could be observed at the northern end<br />

of the trench. The extremely weak wall<br />

construction belongs to a construction<br />

category between a wall and a removed<br />

wall if such a category existed. It was too<br />

compact for a removed wall but too weak<br />

for a wall. The crosswise running walls<br />

and removed walls observed in the public<br />

utilities trench certainly ran into this wall<br />

remnant from the west. We found one of<br />

the wall corners at the northern end of the<br />

trench. The remainder of the corners must<br />

be located in the zone not yet investigated<br />

between the two trenches.<br />

The other wall ran about 0.7–0.8 m<br />

to the east. (Fig. 8) It was built of much<br />

higher quality, large grey, fl at slabs. It was<br />

0.6 m thick. We found its surface and<br />

it could be observed in the section wall<br />

that the higher parts of the wall had<br />

been pulled down. Yellow clay debris ran<br />

along the eastern side of the wall nearly<br />

down the entire length of the trench. It<br />

does not seem to have been a clay wall<br />

based on a stone foundation since the<br />

debris covers the remains of the wall as<br />

well and so it must have been deposited<br />

there after the stone material of the building<br />

was removed. At the southern end of<br />

the trench, also east of this wall although<br />

much deeper, the level of the foundation<br />

of a fl oor built of horizontally laid bricks<br />

came to light. All these factors suggest<br />

that the building extended further, even<br />

continuing under Szentendrei Road.

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