Precast • Issue 1 • 2020

Page 12

INDUSTRY NEWS 8

PICP - A CASE FOR REGULAR PERFORMANCE TESTING AND MAINTENANCE Permeable interlocking concrete paving

celerates the blocking process. As yet,

systems (PICP) established a tentative

it would appear that there is no local

toehold on the South African landscape 13

installation which has been properly

years ago. The first known system was in-

maintained, although the PICP system

stalled in 2007 at The Reeds, a townhouse

at Cape Town’s Blue Route Mall comes

complex in Fairlands, Johannesburg.

close. The results were inevitable; apart

As with all PICP systems worldwide,

from new installations, no South African

the prime objective – then as now – was

PICP installation is known to be operat-

the prevention of flooding through the

ing optimally and some – such as the

controlled discharge of stormwater into

parking lot at Cape Town’s Grand Parade

municipal drainage systems. This was

– are totally blocked. Now 10 years old,

to be achieved by creating a surface

the parking lot was constructed shortly

which facilitated stormwater infiltra-

before the 2010 Fifa World Cup.

tion, rather than run-off, as found in traditional impermeable paved surfaces.

Working group

With the introduction of Cape Town’s

Fortunately, this situation has been

Management of Urban Stormwater Im-

identified as a major problem by the

pacts Policy in 2009, PICP was quickly

University of Cape Town (UCT), which

adopted by local stormwater profes-

is tackling it head-on. Over the past

sionals to reduce the negative impact

year, Neil Armitage, deputy director:

of impermeable surfaces on equatic

“Future Water” and a professor in UCT’s

Sustainable solutions

ecosystems.

Department of Civil Engineering, has

“This lack of information as to how regular

been conducting research which aims

maintenance affects the longevity of PICP

Gaining traction

to improve the sustained performance

systems has been identified as a limiting

Notwithstanding dozens of installations

of all South African permeable paving

factor in improving the wider use and ac-

countrywide, PICP still has some way to

installations. He is being assisted by a

ceptance of PCIP. My research is intended

go before it can claim fail-safe status.

working group of professionals and civil

to contribute to the limited source mate-

It is hard to find a single installation

engineering students at UCT and some

rial on infiltration capability and testing

without some design flaw. These include

of their findings have been discussed in

methods of permeable pavement systems

the use of dirty aggregates, inappropri-

previous issues of Precast .

in the South African context and thereby

(Above): Measuring a SWIFT test wetted area.

ate use of geotextiles, pavers with poor

In this issue we take a brief look at

to promote sustainable counter-solutions

interlocking properties and the use of

some research on PICP performance

to conventional pavement designs which,

sand as the filler between pavers.

testing and maintenance aspects un-

in turn, will play a role in solving SA’s cur-

Then there is maintenance. Many

dertaken by one of Armitage’s students,

rent water management and shortage

property-owners appear to be unaware

Cole Barnard, for a thesis which forms

problems,” writes Barnard.

that PICP systems require maintenance,

part of his BSc in civil engineering.

He tested infiltration rates on seven

but regular removal of sand and other

Barnard asser ts that because

sites in greater Cape Town. Some of

debris from between the pavers to

PICP technology is still relatively new,

them had not been previously tested,

prevent blocking is essential to their

maintenance requirements have yet

while others had test results data dat-

proper functioning.

to be categorically established across

ing back to 2017. Only two sites were

the full range of installation types and

tested in Johannesburg, as most sys-

conditions.

tems were located in gated communities

C ap e To w n f ac e s the addi tional problem of windblown sand, which ac-

with restricted access. Barnard’s research involved testing the infiltration rates using the ASTM Single Ring Infiltrometer – the American standard – and the Stormwater Infiltration Field Test (SWIFT) method modified from its original Australian use. Although the Single Ring Infiltrometer test, which measures actual infiltration

(Left): Water is discharged from a bucket during a SWIFT test.

PRECAST | ISSUE ONE | 2020


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