Power and Transport
Early Steam Engines.
Steam power was little used in
the early years of the docks because of the fire risk.
However, two Boulton & Watt steam engines, of 20 and
28hp, were used in the building of the West India Docks
from 1801. John Rennie supervised their acquisition and
erection. The larger pumped water from the excavations
from an engine house north of the Blackwall Basin; there
was a small reservoir on its north side. The smaller
ground lime mortar for bricklaying, and, with six lime
kilns, was on the Limehouse site of Obadiah Reeves's
ship-breaking yard. (ref. 866) Another steam engine pumped out
the City Canal works from the site that became the Canal
Dockyard. Both pumping-engines were used for the
excavation of the Export Dock. (ref. 867) The Limehouse engine
was sold in 1807, but replaced with a 10hp Boulton &
Watt engine in 1809, at what came to be known as the
Steam Engine Yard. (ref. 868) The Blackwall Basin steam-engine
house was converted into a gatekeeper's house in 1808. (ref. 869)
Impounding Stations.
Silting has been a constant
problem at the West India Docks. Alternatives to dredging
were not seriously explored until the late 1820s, when
its huge cost prompted the dock company to act. An
impounding system devised by (Sir) John Rennie was
built in 1828–30 on the site that is now occupied by
Poplar Dock (see page 336). It was designed to introduce
clean water to the docks to maintain such a depth that
there would be no inward rush of water and mud when
the lock gates were opened at high tide. It comprised
settling reservoirs and a steam pumping-engine. The
system did not work well and was abandoned in 1843.
Dredging again became a constant and largely unquestioned expense.
An impounding system was part of the programme of
work related to the rebuilding of the Blackwall entrance
lock in 1893–4. Pumps and culverts were placed north
of the lock on the east side of Preston's Road, to transmit
river water into the docks. This was not primarily
intended to obviate dredging, but rather to raise and
maintain the depth of water in the older docks, particularly the Import Dock, so that larger ships could be
accommodated. The first designs for the system, by
Robert Carr in 1892, were based on that at the Royal
Albert Dock. (ref. 870) Because Carr suffered a stroke on a return
trip from Liverpool, where he had inspected some new
pumping machinery, it was H. F. Donaldson who, in
1893, prepared a specification for the machinery and
plans for the pumping station and culverts. The builders
were Lucas & Aird, and Easton, Anderson & Goolden,
of Erith Iron Works, supplied the machinery. The system
cost £17,325 and came into operation on 1 May 1895. (ref. 871)
The plant consisted of four vertical-spindle centrifugal
pumps, a horizontal compound condensing engine, and
four 33ft-long Galloway boilers. There were 8ft-diameter
suction and delivery culverts, with specially designed
outlets at the bottom of the Blackwall Basin. The 760hp
pumps could handle 7,500,000 gallons an hour, and when
they were worked for four hours around high tide the
water level in the docks was raised by approximately
1ft 6in. The impounding station comprised two 40ftwide chambers, the boiler-house and chimney stood on
its north side, and to the south was the engine house
(Plate 53d). (ref. 872)

Figure 118:
Impounding Station, South Dock, West Entrance, West India Docks, ground-floor plan, 1929Key: A Loading Platform: B Switchboards: C Pumps: D Motors: E Air Pumps: F Sluice Valves: G SlidingScreen across Suction Culverts: H Discharge Pipes
The Blackwall impounding station was made redundant in 1930 by the introduction of impounding machinery at the South Dock. (ref. 873) In 1936 the building was
leased to become part of Edwin Cooper & Company's
Northumberland Wharf oil and grease factory. (ref. 874) From
1952 it was Raleana Works, the premises of the Thames
Welding Company, a subsidiary of the London Graving
Dock Company. (ref. 875) The building was demolished in 1986.
One of the improvements proposed by Frederick
Palmer in 1910–11 was new pumping plant to impound
a 2ft greater depth of water across the West India
Docks. (ref. 876) In 1913 C. R. S. Kirkpatrick fixed the site for
a new impounding station at the west end of the South
Dock, on the east side of Bridge Road over the longdisused entrance lock, which was to be permanently
dammed and used as a suction inlet. His revision of
Palmer's scheme to include a passage linking the South
Dock and the Millwall Docks meant that the impounding
station would serve a much larger area of water, and so
would require pumping plant of a greater capacity. A
grandiloquently Baroque building was designed to house
five pumps, and in January 1915 tenders were invited. (ref. 877)
The work was not contracted, however, presumably
because, as an inessential project, wartime austerity
caused it to be abandoned.
The plans for the impounding station were modified
in 1921, but firm progress had to await the revival of the
large scheme of improvements. In 1926–9 Charles
Brand & Son built a 15ft-wide mass-concrete dam across
the east end of the South Dock west entrance lock and
the impounding station, with pumping plant supplied by
Worthington Simpson Limited, of Newark, and electric
motors from the Lancashire Dynamo Motor Company,
of Trafford Park, Manchester. The system cost £38,787,
and came into use in April 1930. (ref. 878)
Kirkpatrick's plans had been considerably simplified
under Asa Binns. The building was made smaller, as it
had to house only three pumps, and the elevations were
markedly less ornamental. Only a Portland stone cornice
and end-gable oculi (one for a date plaque) survived as
decorative features on a Leicestershire-red-brick block
with a steel-trussed roof. The pumping machinery, on a
sunken floor, and still in use, consists of three twinimpeller horizontal centrifugal pumps capable of discharging about 65 million gallons into the docks over a
four-hour period around high tide (fig. 118). There are
suction and discharge pipes of 6ft diameter. Hydraulic
penstocks with greenheart paddles control the latter and
two sluicing culverts. (ref. 879)
Hydraulic Pumping Stations and Accumulators.
The consequences of the absence of steam power in the
docks were mitigated by the application of hydraulic
power to machinery at the West India Docks in the early
1850s, part of the rapid spread of technology developed
by William Armstrong in the 1840s. (ref. 880) James Meadows
Rendel raised the question of hydraulic power at the
West India Docks in 1852. Rendel's reputation rested
largely on his spectacular introduction of Armstrong
hydraulic machinery at Grimsby's Royal Dock. His plans
for the Junction Dock included hydraulic lock-gate
machinery and two swing-bridges, made by Armstrong &
Company in 1852–3. The lock-gate machinery comprised
separate cylinders for closing and opening each of four
pairs of gates, and the bridges had hydraulic lifting rams.
Because of delays in building the Junction Dock, this
machinery was not used until 1855. (ref. 881)

Figure 119:
Hydraulic Pumping Station, Works Yard, West IndiaDocks, east elevation as proposed in 1854, and ground-floorplan in 1855. Demolished
In the meantime hydraulic power had been more
widely applied. George Collin, Simon Knight and Henry
Martin, respectively the Secretary, Superintendent and
Engineer of the East and West India Dock Company,
travelled to Grimsby, Hull, Glasgow, and the Albert
Dock, Liverpool, in March 1853 for 'the examination of
any substitutes for manual labour in connection with
Cranes or Hoisting Machinery'. At Grimsby they met
Armstrong, and observed with relief that hydraulic
accumulators (where water and its power to generate
movement was stored away from the primary engine, in
fixed cylinders with weighted rams) could be much
smaller than the 200ft-high tower there. They concluded
that 'moving power' would produce 'economy and dispatch' if substituted for manual power, and that
hydraulics were its only safe and efficient mode. (ref. 882) Armstrong's proposals for hydraulic quay cranes and warehouse lifts at the north, east and west quays of the Import
Dock were approved in 1854, with an expenditure of up
to £30,000. (ref. 883) The machinery was installed in 1854–5
under the supervision of E. J. Leonard of Armstrong &
Company. (ref. 884)
The hydraulic system at the Import Dock was powered
by its own pumping station, built in 1854–5 on the east
side of the works yard. The layout and fitting of the
building were probably determined by Armstrong &
Company, but the plan and elevations may have been
designed by H. D. Martin, the dock company's engineer.
The builder was G. J. Watts and the cost was £4,625
(fig. 119). (ref. 885) The pumping station followed the nearby
smithery in its general lines. There were timber queenpost roof trusses and concrete foundations for two 60hp
steam engines and four boilers. The accumulator tower,
16ft square internally and 37ft tall, continued 9ft 6in.
below ground level. (ref. 886) Remote accumulator towers, each
of which was about 37ft tall, were erected around the
Import Dock, two on the north quay and one on the east
quay (Plate 49c). (ref. 887)
Another hydraulic pumping station was built at the
Junction Dock in 1855, by Brassey & McCormick to
plans by Rendel, to serve the lock gates, bridges and
cranes there. It was sited east of the dock, near to its
south end, and was much smaller than that for the Import
Dock. The Import Dock and Junction Dock systems
were linked in 1856, allowing the Junction Dock engine
to become a reserve. (ref. 888)
Hydraulic cranage was extended to the wood wharves
south of the Import Dock in 1863–4, and the works yard
pumping station was improved by the addition of two
30hp engines, all by Armstrong & Company, with the
building work by Watts. The Rum Quay was given
hydraulic power in 1871–2, with accumulator towers at
each end of the Rum Quay Shed, like those on the north
quay. (ref. 889) The rebuilding of the South Dock brought
a further extension of the hydraulic system in 1869.
Armstrong & Company supplied lock-gate, sluice and
bridge machinery and capstans, as well as a remote
accumulator of 10ft diameter, with a ram of 23ft 6in.
stroke, for the east end of the South Dock warehouses
(fig. 120). To cope with the expansion, the works yard
station was extended on its east side. The building work
was by Watts, and Armstrong supplied two steam engines
of combined 150hp, four boilers, a 12,000-gallon tank,
two lift pumps and a 55ft 6in.-tall accumulator. (ref. 890)
Further piecemeal extensions of hydraulic power were
encouraged by strikes, which reinforced the determination
to reduce dependence on manual labour, and competition,
which made the fast turn-around of ships imperative.
The East India Dock and West India Dock hydraulic
systems were linked in 1872–3. (ref. 891) The works yard station
was unable to cope with the increasing demand and so,
in 1877–9, a South Dock hydraulic pumping station was
built at the east end of the South Dock south quay, by
J. Perry & Company, to plans by Augustus Manning. (ref. 892)
It had a 100hp compound condensing engine made by
Tannett, Walker & Company, of Hunslet, Leeds, and
three boilers in a T-plan building, with a 50ft-tall
accumulator tower at the base of the T. Its elevations
were relieved by polychrome brickwork, the accumulator
tower verging on the Italianate. (ref. 893) In 1898 the building
was adapted by H. C. Baggallay to serve as an impounding
station for the South Dock, with an extension for a new
pair of engines and a boiler. (ref. 894) After 1930 it was used as
a store. The chimney was demolished in 1950, the rest
of the building c1969. (ref. 895)

Figure 120:
Hydraulic Accumulator Tower, South Quay,South Dock, West India Docks, section as proposed in 1869.Demolished
The PLA linked the India and Millwall Docks
hydraulic systems in 1913–14, then, from 1925, hydraulic
power was supplied by the London Hydraulic Power
Company. The works yard station closed and was demolished in 1928. (ref. 896) Crane operation had all but entirely
gone over to electricity by the 1950s. Hydraulic lock
entrance and bridge machinery remained in use into the
1970s. (ref. 897)
Electricity Generating Stations.
Electric light was
experimentally applied on the quays and in the warehouses of the West India Docks by Augustus Manning
from 1877, but it was not systematically introduced until
the 1890s. (ref. 898) An electricity generating station was formed
in the disused Junction Dock hydraulic pumping station
in 1893–4 for the electric travelling cranes in the wood
sheds, with engines and dynamos supplied by the Gulcher
(New) Electric Light & Power Company, of Battersea. (ref. 899)
Another electricity station was built in 1895 on the
Import Dock north quay, in part of the annexe north
of the No. 5 Warehouse cold store. It housed dynamos
supplied by Crompton & Company, and Belliss highspeed engines. (ref. 900) In 1897 the Junction Dock station
machinery was transferred to the north quay and the
building was then demolished. To handle increased use
of electric lighting, additional engines and dynamos
were obtained from Siemens Brothers for the north
quay electricity station in 1898. (ref. 901) From 1906 the
electricity supply to the docks came from Poplar
Borough Council. (ref. 902)
Quay Cranes.
Fixed quay cranes, some of timber, some
of iron, were in use at the Import Dock from 1802. A
Mr Hardie supplied 12 iron quay cranes in 1802, and
other early quay cranes were acquired from a Mr Hawkes,
Thomas Paton, John W. Stevens and Thomas & Rudge. (ref. 903)
The hand-operated fixed cranes on the north quay were
sited between the warehouses, in line with the loopholes
of the link blocks. They were replaced with cast-iron
cranes in 1821, following advice from John Rennie. (ref. 904)
The foundations of the crane opposite the block between
Nos 1 and 2 Warehouses comprised ashlar blocks immediately behind the dock wall, stepped down for 6ft to 8ft
to a broad base. Wrought-iron rods ran through these
stones from the foot of the crane, fixed by bolts at the
base. A semi-conical brick-lined pit behind the crane
footing allowed access for tightening the bolts.
John Rennie came to the West India Docks in 1809
and 'proposed various plans for working the Cranes by
Vacuums, by condensed air, by levers worked by Steam
Engines, and Water, all of which were abandoned on
account of the supposed inconvenience compared with
the common method'. (ref. 905) W. Brenton of Doncaster supplied some iron cranes in 1812, and others, for the
Rum Quay, came from the Butterley Company in 1813.
Aydon & Elwell, of the Shelf Iron Works, Bradford,
supplied 10-ton iron cranes, with 20ft lifts and 22ft jibs,
for the wood wharves in 1813 and 1817. Dupin described
the West India Dock cranes of this period as simple and
strong, and he admired their mechanisms for adjusting
to differing loads. (ref. 906) From 1823 the Rennie workshops in
Stamford Street, Southwark, made some of the cranes
for the docks. (ref. 907) S. W. Wright supplied a 'Giraffe Crane'
in 1829, to handle cotton at No. 12 Warehouse. (ref. 908) In
1840 a 15-ton crane from Lloyd & Easter was erected at
the east end of the Export Dock north quay. (ref. 909)
Once hydraulic power became economical for dock
cranage, the hand-operated cranes were rapidly replaced.
Armstrong & Company supplied and erected two 10-ton
hydraulic quay cranes at the Junction Dock in 1853–5,
and 22 3-ton hydraulic cranes on the north, east and
west quays of the Import Dock in 1854–5. The Import
Dock cranes were in box-like timber housings with
pyramidal roofs; initially covered in slate, they were
reroofed with sheet-iron to prevent damage from ships'
yards (Plate 50c). (ref. 910) Armstrong's box-type hydraulic quay
cranes were also used at the South Dock from 1870, in
preference to the pillar type of crane, as used at the
Millwall Docks (see page 370). Armstrong's monopoly
on the supply of hydraulic equipment at the West India
Docks was broken in 1873–4 when Appleby Brothers
made hydraulic cranes for the South Dock Wool Warehouses. (ref. 911)
Sir William Fairbairn supplied steam cranes to the
docks in this period. A 40-ton, 36ft-lift wrought-iron
crane, for handling heavy machinery, was erected in
1857–8, at the end of a railway siding on the Export
Dock north quay, and a 10-ton 38ft-lift wrought-iron
crane of a patented swan-neck form was placed near
by in 1865–6 (Plate 51b). (ref. 912) The East Wood Wharf
improvements of the 1870s included 10-ton travelling
steam cranes from Appleby Brothers. Steam was cheaper
than hydraulic power for machines like these, that were
worked continuously. (ref. 913)
The West India Docks were slow to change to travelling
quay cranes. They were introduced, by Armstrong &
Company, on the north quay of the Export Dock in
1882. (ref. 914) The north quay of the Import Dock was reequipped in 1894, when the 'false' quay was built,
with Tannett, Walker & Company, of Hunslet, Leeds,
supplying ten 30-cwt 58ft-lift travelling hydraulic quay
cranes (Plates 49b, 50c). These cranes and their drivers'
cabins revolved on rail-borne undercarriages. (ref. 915)
Electric gantry cranes were introduced in the wood
sheds in the 1890s, but hydraulic power remained in
favour for quay cranes until much later. (ref. 916) Through Asa
Binns, the PLA modernized India and Millwall Docks
cranage in 1936–7, with 3-ton electric quay cranes from
Stothert & Pitt, and the electrification of lifts, hoists
and quays. (ref. 917) The replacement of hydraulic cranes with
electric cranes continued after the Second World War,
Stothert & Pitt supplying 46 3-ton 65ft-radius and four
5-ton 80ft-radius luffing cranes for the India and Millwall
Docks in 1949, and further large numbers of tubularsteel-frame electric quay cranes into the 1960s. (ref. 918)
Plans made in 1976 to preserve trade at the India and
Millwall Docks included the establishment of a container
handling park on the south side of the South Dock. A
COMBI berth (to handle containers carried with conventional cargo) was established in 1978, and a mobile
crane from Nellen of Holland to handle 27-ton containers
was acquired with the help of a government loan. (ref. 919)
Blackwall Entrance Lock (Preston's Road) Bridges.
The West India Docks and the City Canal made the Isle
of Dogs truly an island, and so the bridges across the
entrance locks were a vital link for residents and businesses south of the docks. They were operated by and,
with some exceptions, built by the dock proprietors as
part of the dock estate. In 1800 Ralph Walker designed
a horizontal swing-bridge, double-turning and arched,
the plans for which William Jessop used in 1801, in
preference to his own designs, for a bridge over the
Blackwall entrance lock. It was built by John Morris and
Benjamin Paine of Greenwich in 1801–2, but it was of
timber with iron fittings, rather than all of cast iron as
Walker had intended. It spanned a lock 45ft wide, with
each half turned by a rack-and-pinion movement on
conical rollers and 12ft-diameter cast-iron rings. (ref. 920) From
1801 to 1809 cast-iron bridges of this type were mounted
at Hull and at the London Docks by John Rennie, as
well as at Liverpool, with Aydon & Elwell of Bradford
as suppliers in each case. (ref. 921) Rennie saw to the replacement
of the 'very rickety' Blackwall entrance bridge in 1811–
12, installing one of the same type, but of cast iron, from
Aydon & Elwell. (ref. 922)
The Blackwall entrance was very busy, and so Rennie
had a cast-iron footbridge, supplied by Aydon & Elwell,
erected over the east side of the lock in 1813, to allow
the road bridge to stay open, unless carriage passage was
needed, without inconveniencing pedestrians. Based on
a bridge at Ramsgate designed by Rennie, it was 54ft
long and only 4ft 6in. wide at the centre. (ref. 923) The increasing
numbers of workmen passing to and from the Isle of
Dogs over this bridge necessitated a second footbridge
in 1865, supplied by Westwood & Baillie. (ref. 924) This improvement was negated in 1871 when one of the footbridges
was moved to a City warehouse. (ref. 925) The other was removed
when the lock was rebuilt in 1893–4.
Traffic generated by the industries on the Isle of
Dogs put enormous pressure on the single-lane cast-iron
bridges across the West India Dock entrance locks. From
the 1860s complaints multiplied, urging wider bridges
and briefer openings. The sheer weight of some traffic
(heavy goods were transported from some factories)
required the use of strengthening props and notices
warning against overloading. The dock company was
loath to take more positive or more costly action, as
building work at the locks would impede shipping. Blockages became a common occurrence, and in 1877 the
Poplar District Board of Works began to campaign for
the replacement of the 'very antiquated' bridges, but the
company resisted. (ref. 926) The controversy came to a head in
1888 when S. Hodge & Sons, of Union Iron Works,
Millwall, were refused permission to transport a 21-ton
boiler over the Limehouse bridges. The Board of Works
tried to obtain a mandamus to compel the improvement
of the bridges, but it was ruled that the dock company
could not be held responsible for changes in conditions
since its bridges had been built. (ref. 927) The Board of Works
referred the problem to the LCC in 1889, and it reluctantly accepted responsibility for improvement of the
dock bridges on the Isle of Dogs. The Docks Joint
Committee agreed in 1890 to the reconstruction, at public
cost, of all four entrance lock bridges at the West India
Docks. The bridges would be public thoroughfares, but
the LCC conceded that the Joint Committee should
maintain and work them, with the right to interrupt road
traffic for dock business. (ref. 928) (Sir) Alexander R. Binnie,
LCC Engineer, co-operated closely with Robert Carr in
designing single-leaf hydraulic swing-bridges of wroughtiron plate-girder construction, with double carriageways
and footpaths. The decision taken in 1892 to rebuild the
Blackwall entrance lock caused the revision of the plans,
and further delays resulted from Carr's stroke. The
contract for building the four bridges went to the Thames
Iron Works & Ship Building Company in October 1893.
They were all in place by 1897, at a cost to the LCC of
£68,216. (ref. 929)
The bridge over the Blackwall entrance lock was sited
to the east of its predecessor, to allow the straightening
of Preston's Road. It was opened in April 1895. Its
foundations were built by Lucas & Aird, who were
rebuilding the lock for the Joint Committee, as a quid pro
quo for the longer bridge the LCC was obliged to
construct (fig. 121b). Spanning 60ft, this was the largest
of the LCC bridges, all of which were similar in form.
It was 35ft wide, divided by three shaped longitudinal
main girders into two carriageways, each with footways.
To minimize inconvenience to traffic, quick-acting
hydraulic machinery was used. The maximum load was
32 tons. The bridge was opened an average of eight times
a day as late as 1966. (ref. 930) It was dismantled in 1988, when
the LDDC built a causeway with five decorative arches,
permanently damming the lock, to improve road access
to the Isle of Dogs. A fixed lattice-steel footbridge was
built over the west end of the Blackwall entrance lock by
Wates Limited in 1984–5, as part of the Jamestown
Harbour housing estate (see page 700).
Limehouse Entrance Lock Bridges.
The first bridge
over the Limehouse entrance lock was a timber swingbridge of the type erected at Blackwall. It was built by
Adam and the Robertsons in 1802. (ref. 931) As at Blackwall,
the bridge proved faulty, and so in 1809 John Rennie
ordered a 37ft-span cast-iron arched bridge of the Walker
type from Aydon & Elwell. This was mounted in late
1810. (ref. 932)
The Limehouse entrance lock took the smallest of the
LCC's 1890s hydraulic swing-bridges. It was 33ft wide,
with a 36ft span, and was mounted in 1895–6, following
the widening of the road to the north. (ref. 933) The bridge was
rarely swung and lost its purpose when the Limehouse
Basin was filled in 1927, but it was not removed until
1947–9. (ref. 934)
Limehouse Inner Lock Bridges.
Bridges over the
Limehouse inner locks were maintained as part of a
public way used for access to the West India Docks in
their early years. Thomas Morris provided a passage
across the Limehouse Import lock in 1805–6 with a
timber swing-bridge built by Brimble & Company. (ref. 935) To
serve the main road entrance to the Export Dock over
the Limehouse Export lock, Morris designed another
timber swing-bridge that was built in 1808–9. (ref. 936) John
Rennie replaced the Limehouse Import lock bridge in
1813 with a cast-iron bridge that was of the Walker type,
though flat. (ref. 937) The Limehouse Export lock bridge was
replaced in 1818–19 with a comparable flat cast-iron
bridge (Plate 50a). (ref. 938) In addition, a turning cast-iron
footbridge, supplied by the Butterley Company, was
mounted over the east part of the Limehouse Import
lock in 1826. (ref. 939) The Limehouse inner lock bridges were
removed in 1928 following the filling of the Limehouse
Basin. (ref. 940)
Blackwall Inner Lock Bridges.
Carriage bridges were
not built across the Blackwall inner locks in the early
nineteenth century, as the locks separated parts of the
docks that had no regular need for communication.
A timber footbridge across the Blackwall Export lock,
probably built in 1808, was taken down in 1832 and
replaced by a floating stage. (ref. 941) A footbridge was erected
over the Blackwall Import lock in 1823, for traffic from
Harrow Lane, by Thomas Johnson to (Sir) John Rennie's
specification, with cast iron supplied by the Butterley
Company. It was made wide enough to allow a fireengine to cross. (ref. 942) When the East Wood Wharf was
improved and extended in the 1870s, a bridge over the
Blackwall Export lock was needed to link the two parts
of the wharf. Davis & Jeavons supplied a wrought-iron
lattice-girder hydraulic swing-bridge, mounted over the
dock end of the lock in 1876. (ref. 943) This bridge was lengthened in 1893 and removed when the Blackwall Export
passage was filled in 1928–9. (ref. 944)
South Dock West Entrance Lock (Westferry Road)
Bridges.
The City Canal entrance locks were equipped
with 45ft-span timber bridges of the Walker type, erected
in 1804–6 under Jessop's supervision. (ref. 945) In 1835 (Sir)
John and George Rennie recommended replacing the
South Dock west entrance bridge with a cast-iron version
of the same type. (fn. o) The Rennies themselves made the
bridge, which was mounted in 1836–7 on foundations
and abutments by Hugh McIntosh. It was 97ft long from
tail to tail (spanning 47ft) and 13ft 6in. wide. (ref. 946)
The South Dock west entrance lock closed in 1891.
None the less, the bridge, which had come to be known
as the City Arms bridge, was replaced by the LCC in
1894–6 with a hydraulic swing-bridge, which was never
swung. (ref. 947) The erection of an impounding station here in
1928–9 made the uselessness of the bridge manifest. The
LCC replaced it with a fixed bridge in 1934–5, as part
of a largely unexecuted Ministry of Transport unemployment relief scheme. As surviving, this bridge is a
42ft-wide reinforced-concrete platform spanning 47ft. At
the ends of low brick side walls there are stone-capped
piers. (ref. 948)

Figure 121:
Bridges at the West India DocksKey: a Double Turning-Bridge, South Dock, East Entrance Lock, as proposed in 1841: b Hydraulic Swing-Bridge, BlackwallEntrance Lock, 1895: c Double Rolling Bascule Bridge, South Dock, East Entrance Lock, 1928: d Hydraulic Swing-Bridge,Millwall Passage, 1928: e Blue Bridge, Single-Leaf Bascule Bridge, South Dock, East Entrance, 1969
South Dock East Entrance Lock (Manchester Road)
Bridges.
The 'Blue Bridge' over the South Dock east
entrance lock is the sixth bridge in this position. The
1804–6 timber bridge survived until 1842–3, when it was
replaced with a cast-iron swing-bridge supplied by the
Butterley Company. This bridge was of the same dimensions as that mounted over the South Dock west entrance
in 1836–7. Although flat, it was still closely based on the
bridge invented by Walker in 1800 (fig. 121a). (ref. 949)
Widening of the South Dock east entrance lock in
1866–70 necessitated replacement of the 1842–3 bridge.
Its successor was one of four single-leaf wrought-iron
hydraulic swing-bridges supplied in 1868–9 by the Park
Gate Iron Company of Rotherham, to plans by (Sir) John
Hawkshaw. Fitted by George Wythes and opened to
traffic in 1870, this bridge was 110ft long (spanning 55ft)
and 14ft wide overall, with a maximum carrying weight
of 40 tons. It had lattice-girder sides and pivoted on a
single hydraulic ram. (ref. 950) What had come to be known as
the Manchester Road bridge was replaced by the LCC
with a wider 55ft-span hydraulic swing-bridge. This was
the last of the four LCC bridges to be mounted; the
Thames Iron Works Company carried out the work in
1896–7. (ref. 951)
The Manchester Road bridge had, once again, to be
replaced when the South Dock east entrance lock was
enlarged in 1927–9. Following representations from
Poplar Borough Council, it was decided in 1927 that the
new bridge would be positioned outside the outer lock
gates, as bridges inside the gates had to remain open for
long periods when large ships were locking. This meant
the diversion of the road approaches, away from Glen
Terrace on the south side. Frederick Palmer prepared
plans, and in 1928 Robert McAlpine & Sons subcontracted to the Horseley Bridge & Engineering
Company for the design, supply and erection of an
electrically operated, double-rolling bascule bridge, of a
type invented by William Scherzer in Chicago in the
1890s (fig. 121c). The steel lattice-girder bridge was in
place by January 1929. It was 156ft long overall (spanning
80ft) and 46ft 4in. wide, taking a maximum load of 52
tons. (ref. 952)
Defects in the heavily used bascule bridge necessitated
a series of repairs in the 1950s, but by 1965 deterioration
of the steelwork was such that £100,000 had to be
allocated for overhaul and modification, the need for
which was compounded when a vessel collided with the
upper leaf. (ref. 953) Because the tender from Horseley Bridge &
Thomas Piggott was as high as £197,000 for the repairs,
complete replacement was considered. After much deliberation, the PLA decided in 1967 that, as the bridge
passed over the only operating entrance to the India and
Millwall Docks and served as the only road access to the
east side of the Isle of Dogs, the cost of a new bridge
was justified. (ref. 954) Sir William Arrol & Company constructed
the bridge at their works in Glasgow and assembled it at
a crane-erection yard adjoining the South Dock entrance
lock. The 'Blue Bridge' opened on 1 June 1969, having
cost £274,500. (ref. 955) The bridge, based on traditional Dutch
drawbridges, was then the largest single-leaf bascule
bridge in Britain, spanning 110ft and 40ft wide (fig.
121e). The type was chosen for economy, but also for
aesthetic reasons, in recognition of the dominating effect
such a 'high' structure would have on the area. Oilhydraulic machinery with variable delivery pumps, supplied by MacTaggart, Scott & Company and based on
that adopted for the Glengall Grove high-level footbridge
(see page 371), raises or lowers the bridge in one minute,
and is operated from an elevated control cabin. There
are motors in the towers driving pinions. The road and
cantilevered footways were surfaced in PVC tile sheeting
that was replaced in the late 1980s. (ref. 956)
Other South Dock Bridges.
When the Timber Pond
was built in 1832, Hugh McIntosh put a cast-iron bridge
over the cut from the South Dock. (ref. 957) It was removed
upon the rebuilding of the dock in 1866–70. A footbridge
was mounted across the South Dock passage in 1880. This
was a wrought-iron lattice-girder traversing hydraulic
drawbridge, supplied by G. Butchard. Its opening
mechanism was slow, and the bridge was removed in
1928–9. (ref. 958)
Junction Dock Bridges.
The first hydraulic bridges at
the West India Docks, and amongst the earliest anywhere,
were those supplied by Armstrong & Company in 1852–3
and mounted at either end of the Junction Dock in
1854–5. These wrought-iron swing-bridges were unlike
earlier West India Dock bridges, not only in motive
power and material, but also in being single— rather than
double-leaved, to simplify hydraulic operation, which
was by the lifting of a hydraulic press before swinging.
They were 16ft wide and spanned 45ft, with solid girder
sides. (ref. 959) The south Junction Dock bridge was removed
in 1927–8, that on the north side survived until about
1950.
Millwall Passage and Bellmouth Passage Bridges.
Two of the water passages formed at the West India
Docks in the late 1920s were bridged. The Horseley
Bridge & Engineering Company supplied and erected a
road and rail swing-bridge over the Millwall Passage and
a raised swing-footbridge over the narrow part of the
Bellmouth Passage in 1926–8. Both had 80ft-span steel
lattice-girder frames, but in other respects they were
quite different. The Millwall Passage bridge was an
hydraulically operated single leaf, 29ft wide and 157ft
long, with a maximum load of 46 tons (fig. 121d). The
Bellmouth Passage footbridge was 8ft 6in. wide, with two
55ft-long cantilever leafs operated by electric winches. (ref. 960)
The Bellmouth Passage bridge was removed c1970, and
the Millwall Passage one was replaced by the LDDC in
1984–6, when the road was improved as Marsh Wall,
with a hydraulic double-leaf steel bascule bridge. (ref. 961)
Quayside and Internal Railways.
Railways were a part
of goods handling at the West India Docks from 1802,
as the timber railways used in the construction of the
Import Dock and north quay warehouses were retained
for use in dock operations. From 1806 to 1811 about
1,000ft of iron railway was laid, under Thomas Morris's
supervision, as truck runs on the quays of the Import
Dock. (ref. 962) The rails proved to be an impediment and were
replaced with Aberdeen granite paving in 1813–15, as
was the original York stone paving of the Import Dock's
north, east and west quays. (ref. 963) The north quay road
surfaces were asphalted in the 1870s, with iron plates
laid down to facilitate the trucking of sugar hogsheads. (ref. 964)
In its planning stages in the late 1830s the London
and Blackwall Railway was welcomed by the dock proprietors as a means of improving links between the docks
and the City. However, the line was not brought into the
docks, as the dock company refused to pay any of the
costs. (ref. 965) Rail links to the docks would have had limited
value at that stage, before the country's rail networks
were widely developed. The construction of the East and
West India Docks and Birmingham Junction Railway
in 1845 52, linking Poplar Dock to the London and
Birmingham Railway, made railway sidings in the West
India Docks worthwhile, as wide connections had by
then become possible. In 1851 a siding was laid to the
east of No. 10 Warehouse, with two 190ft-long galvanized-iron-roofed elevated passages for the transfer of
north quay imports from the warehouse to the railway. (ref. 966)
This siding was extended on to the north quay of the
Export Dock in 1852, allowing exports to come to the
docks by rail. It was not a success, as lighterage remained
cheaper than use of the siding. (ref. 967) For the remainder of
the nineteenth century, the railway companies avoided
the dock company's railway rates by lightering goods
from their depots into the docks. The possibility of laying
rails all round the docks was rejected, partly because of
the cost and partly because of the difficulties of transferring goods between ships and railway wagons. (ref. 968) A
spur line was laid across Harrow Lane in 1859 to link the
London and Blackwall Railway to the No. 10 Warehouse
siding. With this line the London and Blackwall Railway
Company built stables and a warehouse north of the
boundary ditch and west of Harrow Lane. (ref. 969)
The rebuilding of the South Dock and construction
of the Millwall Extension Railway allowed the dock
company to extend sidings to the east ends of the South
Dock quays in 1870–1. Augustus Manning introduced a
network of 18in.-gauge rails for one-ton capacity trucks
at the South Dock Basin, and further developed the
sidings south of the South Dock in 1873–4. (ref. 970) An elaborate system of East Wood Wharf railways and turntables
was also laid out in the 1870s. Until 1878 haulage was
by horse, as locomotives were banned from the docks as
a fire risk. In 1879 a brick engine house was built south
of the South Dock Basin; it was rebuilt in 1928. (ref. 971) Sidings
were laid from the Millwall Extension Railway along the
road north of the north quay warehouses to beyond the
cold store at No. 5 Warehouse in 1896. The line was
extended to No. 1 Warehouse in 1899–1901. (ref. 972)
A remodelling of the West India Dock internal railways
was an objective of early PLA improvement schemes.
The shipping entrances to the docks were on the east
side, and it had long been recognized that it was inconvenient to have several railway bridges between the
entrance locks and the docks. A re-routing of the railways
to the west side of the docks had been suggested by
H. C. Baggallay in 1900. Frederick Palmer picked this
up in 1910, proposing the diversion of the Millwall
Extension Railway passenger line, but the disruption was
considered unacceptable and the idea was abandoned. (ref. 973)
Railway proposals were revived in the 1920s. The lines
south of the South Dock were remodelled in 1926–7 and
closure of the Millwall Extension Railway in 1926 made
possible the re-routing of all West India Dock railway
goods traffic to the west side of the docks. This was done
in 1928–9, by Charles Brand & Son to plans by Frederick
Palmer, so that lines and sidings ran west from Millwall
Junction along the north quay road, then south approximately along the line of Marsh Wall, with branch lines
on to the quays between the docks. At the same time a
road was formed running roughly parallel with this
railway, from the Limehouse Basin to the South Dock
south quay. This was a long route, but it reduced
dependence on bridges, and kept road and rail traffic
away from river and dock traffic. (ref. 974)
Road access became increasingly important. The road
round the west side of the docks was reconstructed by
John Mowlem & Company in 1937, when Cuba Street
was diverted. (ref. 975) Road access to the south quay was further
improved in 1963 by altering the railways south and west
of the South Dock. Car parks for private cars were
introduced at the docks in 1965. (ref. 976) Use of the India and
Millwall Docks railway system declined and so, as it was
losing money, it was closed in 1970. The rails were lifted
soon afterwards to improve road circulation and provide
vehicle hard standings. (ref. 977)
Railway Bridges.
The first railway bridge at the West
India Docks was that built over the Blackwall Import
lock in 1852 for the Export Dock siding. It was a castiron turning bridge provided by C. J. Mare & Company. (ref. 978)
The Millwall Extension Railway, as approved in 1865,
necessitated bridges across the Blackwall Export lock and
the intended South Dock passage, with a wider bridge
over the Blackwall Import lock. The dock company
deferred building the bridges until notice was served for
the carrying out of the railway work in late 1868. The
three railway bridges were then included in the contract
for the road bridge for the South Dock east entrance
lock. (Sir) John Hawkshaw designed the bridges, and
they were supplied and fixed by the Park Gate Iron
Company of Rotherham in 1869. They were single-leaf,
hydraulic, iron swing-bridges with lattice-girder sides.
The Export lock bridge, the largest, was 125ft 6in. long
and 27ft 4in. wide. (ref. 979) The widening of the Blackwall
Import and Export locks in 1893–4 necessitated the
lengthening of the railway bridges, which was carried out
by Sir William Arrol & Company. (ref. 980) The Blackwall
Export passage and South Dock passage railway bridges
were removed in 1928–9 when their passages ceased to
exist, the Millwall Extension Railway having closed.
The Blackwall Import passage railway bridge remained
useful for rail access to the East Wood Wharf. It was
replaced in 1935–6 with another single-leaf swing-bridge,
supplied by the Cleveland Bridge & Engineering
Company, of Darlington. This hydraulic lattice-girder
steel bridge was about 125ft long and 25ft 6in. wide. (ref. 981)
It remained in position until 1988–9.
Surviving Structures
Few of the many structures erected at the West India
Docks survive in 1994. Nos 1 and 2 Warehouses and the
link blocks to the west of each, all of 1800–3, still stand
on the north quay of the Import Dock, but these notable
survivals are an exception. All the other warehouses have
been swept away. Much the same is true of the sheds.
At the east end of the north quay of the Import Dock
the former E (36) Shed of 1912–17 survives, heavily
adapted in 1980–2 to form the core of Billingsgate Market,
as do the former hardboard sheds of 1957–8 and 1961
(Nos 4 and 5), on the west side of Preston's Road, as
converted to bulk wine storage in 1974–5 and 1979–80.
Fragments of the security system survive near the
north end of Marsh Wall. The barriers built in 1802 are
reflected in the north elevations of the Ledger Building
and the link blocks west of Nos 1 and 2 Warehouses,
formed as parts of the inner perimeter wall, as well as in
the railed dwarf wall on the south side of the garden to
Dockmaster's House, a reminder of the outer boundary
ditch. At the south end of the West India Dock Road
two stone piers survive from the 1809 entrance to the
docks. The northern round house, built as an armoury
in 1804–5, still stands, as do the PLA Police Offices of
1914.
The Ledger Building (Dock Offices) of 1803–4 adjoins
the North Quay Warehouses. Dockmaster's House (the
Excise Office of 1807–9 and later the Jamaica Tavern)
stands at the south end of West India Dock Road.
At the South Dock east entrance lock there are the
dockmaster's office and cabins of 1927–9. Cannon Workshops (the cooperage, workshops and stores of 1824–5)
are to the west of the Import Dock. West India Dock
Company housing has a high survival rate, represented
by Bridge House, Isle House and Nos 10–16 Garford
Street.
The impounding station of 1926–9 over the South
Dock west entrance lock is in continuing use. Quay
cranes are readily moved, but two Stothert & Pitt tubularsteel electric luffing cranes still stand on the north quay.
There are other quay cranes near the south-west corner
of the South Dock. The 'Blue Bridge' of 1967–9 presides
over the South Dock east entrance lock. In the place of
earlier bridges are the 1988 causeway over the Blackwall
entrance lock and the 1934–5 fixed bridge over the South
Dock west entrance lock. The Millwall Passage bridge
dates from 1984–6.